ABSTRACT Cassondra R Thomas THE USE OF NETWORK ANALYSIS TO COMPARE THE NITROGEN CYCLE OF THREE SALT MARSH ZONES EXPERIENCING RELATI\'E SEA-LEVEL RISE (Under the direction of Dr Robert R Christian) Department of Biology, August 1998 Network analysis was used to analyze the nitrogen cycles of three salt marshes on the east coast of the US. A., Great Sippewissett in Massachusetts, Upper Phillips Creek in Virginia, and Sapelo Island in Georgia A general nitrogen cycle model was constructed after a preliminary review of literature on the Great Sippewissett marsh. This model structure was used to construct 9 networks, one for each zone (creekbank, low marsh, and high marsh) within each marsh, largely using data collected from the literature on the 3 marshes The networks were analyzed to determine how nitrogen flowed through each zone The factors used for analysis included how nitrogen import was exported, how imports related to primary productivity, the amount of nitrogen that cycled within the system, and how mature each zone was These results were then compared between marsh zones to determine if trends existed. The Friedmans test, a nonparametric statistical test, was used to determine the significance of the trends. When precipitation and Tidal particulate nitrogen (PN) were the imports, export via burial and denitrification significantly increased in importance moving across the marsh from the creekbank to the high marsh. Nitrogen cycling also significantly increased from creekbank to high marsh. The maturity of marsh was measured using the relative ascendency index and a multicriteria analysis with the expectation that maturity would be highest in the low marsh. Contrary to expectation, it was determined that maturity increased moving across the marsh from the creekbank to the high marsh These patterns were used to evaluate how a marsh may respond to increasing relative sea-level rise. Key factors are the slope and sediment supply. If the marsh is able to migrate overland, increasing the high marsh zone, nitrogen cycling will increase on a per unit area basis, and the marsh will display more characteristics of a mature ecosystem. If, however, the marsh stalls because of a steep slope, the amount of cycling will decrease on a per unit area basis, and the marsh will act less mature If the supply of sediment is great and the marsh progrades toward the sea, the nitrogen cycling and maturity of the marsh may decrease. THE USE OF NETWORK ANALYSIS TO COMPARE THE NITROGEN CYCLES OF THREE SALT MARSH ZONES EXPERIENCING RELATIVE SEA-LEVEL RISE A Thesis Presented to the Faculty of the Department of Biology East Carolina University In Partial Fulfillment of the Requirements for the Degree Masters of Science in Biology by Cassondra R. Thomas August, 1998 THE HSE OF NETWORK ANALYSIS TO COMPARE THE NITROGEN CYCLES OF THREE SALT MARSH ZONES EXPERIENCING RELATIVE SEA-LEVEL RISE By Cassoiulra R. Thomas APPROVED : DIRECTOR OF THESIS COMMITTEE MEMBER COMMITTEE MEMBER COMMITTEE MEMBER CHAIR OF THE DEPARTMENT OF BIOLOGY DEAN OF THE GRADUATE SCHOOL Thomas L. Feldbush, Ph.D. ACKNOWLEDGMENTS I would like to thank Dr. Robert Christian, my thesis director, for introducing me to the world of network analysis and looking at the world through a different lens I would also like to thank him for the time and effort he has put into this creation, and for all the support he has provided I would also like to thank my committee members. Dr Mark Brinson, Dr, Joe Luczkovich, and Dr. Iris Anderson for their willingness to indulge me in this process 1 would like to thank Tracy Buck for helping out in the field upon occasion and Debbie Daniel for helping out in the lab and running the CHN analyses I am grateful to The Nature Conservancy for allowing me access to their property in order to conduct my field experiments I am eternally grateful to Rick and Erica Inge for saving my computer and my data from utter oblivion I would like to thank my parents, Robert and Virginia Hahn, for their support and encouragement And finally, I would like to thank my husband, Christopher Woodcock, for going along on this little adventure and for reminding me to go out every once in a while. TABLE OF CONTENTS LIST OF FIGURES vi LIST OF TABLES vii TO INTRODUCTION 1 1 1 Nitrogen Cycling in Salt Marshes 1 1.2 Network Analysis 2 1.3 State Change and Sea Level Rise 2 1.4 Statement of the Problem 3 2 0 LITERATLÎRE REVIEW 4 2 1 Nitrogen Cycling in Salt Marshes 4 244.1 1 Standing Stocks 52.4.13..2 Imports 8214 Outputs 192.2 Mat12urity/Stability 222 2.1 Succession to Maturity and Stability 232.2 2 Ascendency and Developmental Capacity 252.2 3 Empirical Tests ofDevelopment Attributes 292.3 Network Analysis and Its Use Comparing Nitrogen Cycling 312 4 Sea-Level Rise 332 5 Ecosystem State Change 342 5 2 Expansion 382.5.3 Submergence 393 0 GOALS OF RESEARCH/HYPOTHESES 413.1 Research Goals 413.2 Hypotheses 414.0 METHODS AND MATERIALS 434.1 Research Design 434.2 Site Descriptions 434.2.1 Great Sippewissett Marsh 434.2 2 Upper Phillips Creek Marsh 454.2 3 Sapelo Island Marshes 454.3 Data Collection 464.3 1 Literature 46Field Sampling 474.4 Network Construction 49Assessment ofData Reliability 52 52 4 4 2 Balancing 544.5 Network Analysis 544.5.1 Input Environs Analysis 554.5.2 Total Contribution and Total Dependency hdatrices 554 5 3 Finn Cycling Index and Cycled Throughput 564.5.4 Information Indices 574.5.5 Mineralization 584.5.6 Average Path Length (APT) 584.6 Statistical Analysis 595.0 RESULTS 605.1 How Nitrogen Flows Through Each Marsh Area 615.1 1 Input Environs Analysis 615.13 Total Dependency ofPrimary Production on Tide andPrecipitation 78Nitrogen Cycling 81 5.3 Mineralization 83 5.3 1 Mineralization TST 83 5.3.2 Mineralization Production 83 5 3.3 Mineralization CT 86 5.4.1 Relative Ascendency 87 5 4.2 Overhead 87 5.4.3 Redundancy 90 5.4.4 Internal Ascendency 90 5 5 Total System Attributes 90 5 6 Reliability Factor 97 6.0 DISCUSSION Ill 6.1 Differences in nitrogen cycling in marsh areas Ill 611 Export Routes of Various Imports Ill 6 12 Total Contribution to Primary Production 113 6 .13 Total Dependancy ofPrimary Production 114 6.1.4 Groundwater 116 6 1.5 Nitrogen Cycling Indices 116 6 1.6 Mineralization 118 6.2 Maturity and Stability 118 6.2 1 Maturity Indices 120 6.2.2 Total System A ttrihutes 121 6.3 Comparisons Among Marshes 122 6 4 How Nitrogen Cycling May be Affected by Rising Relative Sea-Level 125 6.4 1 State Change Model 125 6 4 2 Nitrogen cyclingpatterns across marsh zones 125 6 4.3 Hom’ a marsh's nitrogen cycle may respond to relative sea-level rise 125 LITERATURE CITED 127 APPENDIX A GREAT SIPPEWISSETT ORIGINAL DATA 139 APPENDIX B GREAT SIPPEWISSETT CONVERTED DATA 152 APPENDIX C SAPELO ISLAND ORIGINAL DATA 165 APPENDIX D SAPELO ISLAND CONVERTED DATA 174 APPENDIX E UPPER PHILLIPS CREEK ORIGINAL DATA 183 APPENDIX F UPPER PHILLIPS CREEK CONVERTED DATA 187 APPENDING BALANCED MODELS 191 LIST OF FIGURES 1. Generalized Nitrogen Cycle Model for Salt Marshes 6 2. Systems with Different Average Mutual Information 27 3. Classes of Salt Marshes Responding to Rising Sea Level 35 4. Generalized Nitrogen Cycle Model for Salt Marshes 50 5. How Precipitation Import Leaves the Marsh 62 6. How Tidal Import ofNHj' is Exported 65 7. How Tidal Import of NOx is Exported 68 8. How Tidal Import of DON is Exported 70 9. How Tidal Import of PN is Exported 73 10. Total Contribution of Input to Primary Production 76 11 Total Dependency of Primary Production on Rain, Tide, and Recycling 79 12 Relative Mineralization 84 13. System Level Indices Relative to Capacity 88 14. Internal Ascendency and Redundancy 91 15. Cluster Analysis of System Level Attributes 94 16. Great Sippewissett % of # of Flows per RF 99 17. Upper Phillips Creek % of # of Flows per RF 101 18. Sapelo Island % of # of Flows per RF 103 19. Great Sippewissett % TST per RF 105 20. Upper Phillips Creek % TST per RF 107 21. Sapelo Island % TST per RF 109 LIST OF TABLES 1. Amount of Tidal Imports of NitrogenUsing Different Methodologies 8 2. Nitrogen fixation rates for different marshes 11 3. Aboveground primary production rates 13 4. Belowground primary production rates 14 5. Belowground Mineralization rates 17 6 Filter Feeding Rates of Geukensia demissa 18 7. Burial Rates 20 8. Denitrification rate 21 9. Odum’s (1969) 24 Attributes of Ecological Succession 24 10 Site Descriptions 44 11. Great Sippewissett Marsh Zone Characteristics 44 12. Upper Phillips Creek Marsh Zone Characteristics 46 13. Sapelo Island Marshes Zone Characteristics 46 14. Important Network Flows (g N m'‘ x yC') 60 15. Friedmans Test for Significant (°==0.05) Patterns in Precipitation Export Across Marsh Zones 64 16 Percent of Tidal DON Import that is Exported by Various Routes in Upper Phillips Creek 72 17 Percent of Groundwater Import Exported by Various Routes in Great Sippewissett 72 18. Indicators of Cycling within Systems and Compartments 82 19. Mineralization Rates for Different Marsh Zones (g N x m'^ x yf') 83 viii 20. System Level Indices of Development (g N x bits x m'^ x yr’’) 87 21. Marsh Maturity/Stability Variables Used for Cluster Analysis and Ranking’ 93 22. Correlation Matrix of System Attribute Variables 96 24. Average RF and Standard Deviation for Marsh Zones 98 25 Flow Weighted Average RF for Marsh Zones 98 1.0 INTRODUCTION Nitrogen is a limiting nutrient in salt marsh environments (Day et al., 1989) and influences the productivity of marshes. Furthermore, how much nitrogen flows through the system and in what direction it flows may affect a marsh’s ability to respond to stressors related to relative sea-level rise. Network analysis can be used to assess and comparatively analyze how nitrogen flows through marshes, what the important processes are, and what the total system properties are (Wulff et al., 1989, Christian et al., 1996). I apply network analysis to such an assessment and comparison 1.1 Nitrogen Cycling in Salt Marshes Major sources of nitrogen to salt marshes include tidal flooding, nitrogen fixation, and precipitation Groundwater can also be a major contributor depending on the geomorphology (Valiela et al, 1978, Whitney et al, 1981), Nitrogen fixation is the only microbially mediated source (Capone, 1983). The amount of tidal input to an area of marsh is influenced by elevation of marsh, distance from source, and tidal amplitude. Precipitation occurs throughout marshes. Nitrogen can enter marshes in several forms; ammonium (NH4"), nitrate (NO3 ), nitrite (NO2 ), dissolved organic nitrogen (DON), and particulate nitrogen (PN). The latter 2 are diverse sources that may include various molecules in dissolved form, in organisms, in detritus, and attached to sediment The species of imported nitrogen will determine initially what flow paths will be taken. The dominant internal flows within a salt marsh include primary production and mineralization (Whitney et al, 1981) Some flows are more important in different parts of a marsh. For example, mussels tend to live where the marsh is frequently inundated 2 (Kuenzler, 1961), making filter-feeding more important in low than high marshes Also whether a flow, such as decay of plant material, is located above- or belowground may affect its relative importance to total cycling. Nitrogen may leave a marsh in several ways. Hydrologic export is a major avenue of removal. Numerous papers have addressed this “outwelling” (e g.. Teal, 1962, Odum, 1980, 1984), and whether or not it significantly contributes to an estuary’s food web. Another potentially important export is denitrification (Whitney et al, 1981, Anderson et al., 1997b, Valiela and Teal, 1979a). Denitrifying bacteria use NOj" to oxidize organic matter with a by-product of nitrogen gas. Burial of nitrogen as organic matter is very important for marsh maintenance against relative sea-level rise (Good et al., 1982) 1.2 Network Analysis Different processes, such as those mentioned above, interconnect to form nitrogen cycling. It is common to construct a diagram of the different flows and compartments to help describe and analyze the nitrogen cycle (e g., Anderson et al., 1997b, Baird et al., 1995). Network analysis is a tool that can be used to compare nitrogen cycles of different systems (Christian et al., 1996). It is a group of analyses for evaluation of the structure of a system, the trophic dynamics, cycling, and total system properties such as maturity and stability. The reader is referred to Kay et al (1989) for a detailed description. 1.3 State Change and Sea Level Rise Salt marshes located on the east coast of the United States can be divided into different zones that reflect different communities and environmental conditions, the creekbank where the tall form of Spartma alterniflora grows, the low marsh where the short form of S. alterniflora dominates, and the high marsh which is dominated by different plants depending on its geographical location. Some typical plants of the high marsh are Juncus roemenanus, Distichlis spicata, and S. patens Salt marshes respond to increased inundation caused by relative sea-level rise in different ways depending on their slope and the amount of sediment supply (Brinson et al 1995) The creekbank either may prograde or erode, and the high marsh may either migrate overland or stall. These changes cause specific areas to experience ecosystem state changes from one zone type to another. As zones undergo change in state, the nitrogen cycle may be altered. For example, primary production, a dominant flow within the nitrogen cycle (Whitney et al., 1981), may be altered as each zone experiences state change (Brinson et al., 1995). 1.4 Statement of the Problem The purpose of this study is to analyze the nitrogen cycle of different salt marsh zones and postulate how rising sea level may affect it. Three well-studied marshes were used for this study. Great Sippewissett marsh in Falmouth, MA, Upper Phillips Creek marsh near Nassawadox, VA, and Sapelo Island marshes in Georgia Given that the nitrogen cycle may be altered by increasing sea-level rise, it is important to understand how nitrogen flows through the system, and how it influences the marsh’s total system properties. Total system properties such as maturity and stability are related to a marsh zone’s ability to respond to stressors and disturbances. 2.0 LITERATURE REVIEW There are a few well-studied marshes along the east coast of the United States, where nutrient cycling was part of the focus. I chose 3 marshes to use for my study. Great Sippewissett in Massachusetts, Upper Phillips Creek in Virginia, and Sapelo Island in Georgia. There are many published studies regarding nitrogen processes in Great Sippewissett and Sapelo Island that span almost 4 decades, 1960s-1990s. I used about 70 articles to create nitrogen cycle models for each marsh. The investigations at Upper Phillips Creek have also produced much data However, little has been published to date because most experiments were conducted within the last few years. To create models for Upper Phillips Creek, I used the few published articles, the VCR/LTER database (www.vcrlter.virginia.edu), and direct communication with scientists involved in studying the area 2.1 Nitrogen Cycling in Salt Marshes Each marsh was divided into 3 zones that represent different flooding regimes and dominant macrophytes. The first zone. Tall, was where the tall form of S. alterniflora dominates the plant species, and the area floods during almost every high tide. The second zone. Short, was the low marsh where the short form of S. alterniflora dominates, and the area is less frequently flooded by high tides. The third zone. High, was the high marsh where one of several species may dominate including J. roemerianus, S. patens, and D. spicata This part of the marsh is rarely flooded by high tides These zone divisions were used to compare the nitrogen cycle in different areas of marsh From the literature, I created a generalized nitrogen cycle for salt marshes (Figure 1). 5 2.1.1 Standing Stocks. Each compartment in Figure 1 represents the standing stock of a potentially important component of the nitrogen cycle in a salt marsh. The compartments that represent the macrophytes include roots/rhizomes, live shoots, and standing dead. The surface water associated with tidal flushing and the sediment pore water were divided into 4 nitrogen species, NH4*, NOx, DON, and PN. Surface PN represents bacteria, protists, zooplankton, detritus, and nitrogen attached to sediment particles. Pore PN represents decaying organic matter, microbes and meiofauna, and nitrogen attached to sediment It also represents material that can be exported as PN arising from standing dead Nitrogen-fixing bacteria and benthic microalgae were not included in Pore PN but instead given their own compartments in order to better represent their contribution to the nitrogen cycle. The benthic filter feeders are primarily represented by the Atlantic ribbed mussel, Geukemia demtssa (Finn and Leschine, 1980, Kemp et al., 1990a, Kuenzler, 1961), but theoretically could include all other filter feeders. The Grazer/Nekton compartment is a composite of many common consumers within the marsh system including different species of crabs (e g., Ucapugilator), snails (e g., Littorina irroratd), insects (e g., Orcheliumfidicinium), and birds (e g., Branta canadensis) as well as mineralizers found on standing dead and litter However, data for this compartment were very limited. It theoretically could also include the many species of fish, deer, racoon, and fox, but data were not available in the literature for their contribution to the nitrogen cycle Furthermore, most of the biological processing of nitrogen is by plants and microbes (Christian and Day, 1989) 6 Figure 1. Generalized Nitrogen Cycle Model for Salt Marshes 8 2.1.2 Imports. The imports into this model include tidal flooding of different nitrogen species, precipitation, groundwater, nitrogen fixation, and immigration by animals. Tidal flooding (Figure 1) is one of the largest sources of nitrogen for the marsh zones. A variety of methods were used to measure the amount of nitrogen within tidal water (Table 1). The differences in estimates may be attributed to methodology and/or other differences Table 1. Amount of Tidal Imports of Nitrogenllsing Different Methodologies Unit of Duration of Marsh Import study Methodology Source Flux Great Sippewissett 6740-6760 kg PN/yr 7 Years TSK flow meter/ Vahela et al.. 1978 nutrient analy sis Sapelo Island 160 g C/(m2 x\t) simulation modehng Wiegert. 1986 (PN)* Sapelo Island 1314 g C/(m2 X \t) 1 Year flume/persulfate Chalmers et al.. (PN)» oxidation using total 1985 carbon analyzer Great Sippewissett 16300-16346 kg 7 Years TSK flow meter/ Vahela et al . 1978 DON/yr Kjeldahl Sapelo Island 2890.8 g C/(m2 x 1 Year flume/persulfate Chalmers et al., yr) (DON)* oxidation using total 1985 carbon analyzer Great Sippewissett 2620-2623 kg 7 Years TSK flow meter/ Vahela et al-, 1978 NH4/yT Techrucon autoanalyzer (Solórzano. 1969) Great Sippewissett 540 kg NOx/yr 7 Year Technicon Vahela et al., 1978 autoanalyzer (Strickland and Parsons, 1968) Concentration Sapelo Island 14.79 agPN/1 1.5 Years micro-Dumas Haines, 1979 method using nitrogen anal\'zer 9 Unit of Duration of Marsh Import study Methodology Source Sapelo Island 11.69 ug DON/1 1.5 Years ultraviolet oxidation Haines. 1979 (Strickland and Parsons, 1972) Sapelo Island 2.75 ug NH4/1 1.5 Years Indophenol blue Haines. 1979 method (Koroleff. 1970) Phillips Creek 3.4 iimolNH4/l 5 Years autoanalvzer VCR/1,TER (Solórzano. 1969) Database Sapelo Island 1.89 ug NOxd 1.5 Years colormetricallv Haines. 1979 (Stnckland and Parson. 1972) Phillips Creek 4.25 ^mol NOx/1 5 Years autoanalyzer VCR/LTER (Strickland and Database Parson. 1972) *I converted C values into N values using a C:N ratio of 9.5 (Valiela and Teal, 1979b) Total tidal nitrogen import to the Tall zone ranged from 193.64 g N x m‘‘ x yr ' in Sapelo Island to 80 74 g N x m'^ x yr"' in Upper Phillips Creek The dominant species of nitrogen imported was DON in Great Sippewissett and Sapelo Tidal DON was not measured in Upper Phillips Creek. In Upper Phillips Creek NOx import exceeded NH4' import. Nitrogen in precipitation is a very small import compared to tidal flooding. However, it may have a significant influence on primary production (Keene and Galloway, 1997). Similar techniques were used by all scientists to analyze the various nitrogen species found in precipitation. Most followed Strickland and Parsons (1972) and Solórzano (1969) to analyze NOx, DON, and NH4"^ Total nitrogen import from precipitation ranged from 0.3 g N x m'^ x yr* in Sapelo Island to 0.79 g N x m'* x yr'* in Great Sippewissett 10 Groundwater import was a very important source of nitrogen in Great Sippewissett. The other 2 marshes had very little information regarding the contribution of groundwater to the amount of nitrogen imported. The nitrogen content of the groundwater was measured using an autoanalyzer following Strickland and Parsons (1972) and Solórzano (1969) (Valiela et al, 1978). Total nitrogen import ranged from 1131 to 14 84 g N X m'‘ X yr'' measured over a 7-year period (Valiela et al, 1978) Nitrogen fixation is the microbially mediated process by which molecular nitrogen in the atmosphere is reduced by bacteria and cyanobacteria to NTÍ4" (Capone, 1983) The rate of nitrogen fixation is not evenly distributed among zones. For example, Hanson (1977a) found that the activity in the tall S. alterniflora marsh was significantly higher than in the short S. alterniflora marsh in Georgia. Carpenter et al (1978) found similar patterns among zones in Great Sippewissett during midsummer They also found that the high marsh had even lower rates. Nitrogen fixation can be a significant source for a nitrogen-limited ecosystem. In Great Sippewissett Marsh in Massachusetts, it can range from 9-20% of the total nitrogen import (Capone, 1983). It was estimated for this marsh that enough nitrogen was fixed to account for the maximum amount of nitrogen in the aboveground biomass (Van Raalte et al, 1974) and is approximately a third of the needs of primary production (Teal et al, 1979). However, in Phillips Creek marsh, nitrogen fixation is only approximately 5% of primary production (Anderson et al, 1997b) Though acetylene reduction technique (the reduction of acetylene to ethylene as an indicator of the amount of N2 fixed) was used to 11 determine nitrogen fixation, there were several procedures that differed (Van Raalte et al, 1974, Anderson et al., 1997b). Literature values are shown in Table 2 for each marsh. There is a wide range of values produced not only within marshes but also between marshes. Some of the between marsh variation may be due to climate as nitrogen fixation rates are higher during warmer temperatures. Table 2. Nitrogen fixation rates for different marshes Unit of Input Duration of Marsh (g N X X XT ') Study Methodology Source Great Sippewissett 6.78 7 Years Acetylene reduction Vahela and Teal. 1979a Great Sippewissett 6.43 3 Years Acetylene reduction Carpenter et al. 1978 Great Sippewissett 2.67 7 Years Acety lene reduction Valiela et al.. 1978 Phillips Creek 1 2 Years Acety lene reduction Anderson et al.. 1997b Sapelo Island 22.2-52.4 1 Year Acety lene reduction Hanson. 1977b Sapelo Island 6 1 Year Acetylene reduction Haines. 1976 Immigration of animals may be very small and is a little-studied pathway of imported nitrogen to salt marshes. Valiela and Teal (1979a) attempted to quantify the amount of nitrogen brought into the marsh by birds The amount of nitrogen associated with immigration of other animals, including racoons and fishes, was not quantified by Valiela and Teal (1979a). 2.1.3 Internal Flows. There are many internal flows of the nitrogen cycle Primary production dominants and contributes to the other flows that dominate the system, such as 12 decay. Primary production may be considered the starting point of most cycles It is the basis of the food web including the detrital food web as well as the detritus formation/mineralization cycle. The amount of information regarding the cycles varies among marshes and zones Some processes are very well studied, while others are not Accumulation of nitrogen for aboveground primary production is translocated from roots/rhizomes and senescing shoots to live shoots (Figure 1) and varies across marsh zones due to different environmental conditions in each marsh zone (Morris, 1980) In the Tall zone, -S', alterniflora grows between 1 and 3 m, and aboveground production can range from 700 g x m'^ x yr"' in Florida (Kruczynski et al., 1978) to 3700 g x m'“ x yr"' in Georgia (Stroud, 1976). In the Short zone the S. altermflora only grows up to 0 8 m, and aboveground production ranges from 130 g x m'^ x yr'' in Florida (Kruczynski et al,, 1978) to 2895 g x m'^ x yr ’ in Louisiana (White et al., 1978). The High marsh zone’s aboveground production depends on the dominant species J. roemerianus production can range from over 3000 g x m’^ x yr’ in Louisiana (Hopkinson et al., 1980) to about 800 g X m'^ X yr"’ in Virgiiua (Tolley, 1996) and North Carolina (Christian et al., 1990). S. patens can range from 4200 g x m'^ x yr'’ in Louisiana (Hopkinson et al., 1980) to 600 g x m'^ X yr’ in Great Sippewissett (Valiela et al., 1976). D. spicata aboveground production can range from 2000 g x m'^ x yr'’ in Louisiana (Hopkinson et al., 1980) to 600 g x m'* x yr'’ in Great Sippewissett (Valiela et al., 1975). Most aboveground primary production rates are measured in carbon or dry mass using various harvest methods (Table 3). In some cases the Wiegert and Evans (1964) 13 method is applied to estimate production Production is estimated as the change in live biomass over time plus the change in dead biomass including the disappearance of dead material over time (Wiegert and Evans, 1964). However, Dai and Wiegert (1996) believe that these values may be overestimations of aboveground primary production and physiologically unlikely. They instead propose a canopy model that calculated primary production based on physiology and plant demographics. Using the canopy model, they estimate that primary production in Sapelo Island for tall S. alterniflora is 1421 g C x m'^ X yr’ and for the short form is 749 g C x m"^ x yr"' as compared to 1480 g C x m'“ x yr"' for tall (Gallagher and Plumley, 1979) and 540 g C x m'* x yr'' for short (Gallagher et al., 1980) based on Wiegert and Evans (1964) harvest techniques in the same marsh Table 3. Aboveground primar> production rates Unit of Flow (g diy mass x m'^ Duration of Marsh X yr') Study Methodology Source Great Sippewissett 630 May-November Harvest (Loss of Vahela etal.. 1975 dead matter=NPP) Great Sippewissett 423.7 May-Novembcr Regression (^\1= Vahela et al., 1976 0.074 X ht + 15.973) Phillips Creek 442.56-955.7 May-September Harvest This studs Phillips Creek 846.9 2 Years Harvest and Tagging ToUey, 1996 (NPP=Freq of replacement leaves x P/B X biomass) Sapelo Island 1350-2840 1 Year Han'est (NPP= Schubauer and biomass x Hopkinson. 1984 production:biomass) (Gallagher et al.. 1980) Sapelo Island 1337-3711 2 Years Han'est (modified Gallagher et al. Wiegert and Evans 1980 method (1964)) 14 Nitrogen uptake during belowground production from pore water to roots/rhizomes is also a dominant flow of nitrogen (Table 4) Belowground biomass production tends to be higher in the Short zone than the Tall zone For example, belowground production in Great Sippewissett’s creekbank is 3315 g x m'^ x yr’’ while in the low marsh it is 3500 g x m'* x yf’ (Valiela et al, 1976). The high marsh’s primary production depends on the dominant plant species In Georgia,./. roemehanus belowground production was estimated to be 3360 g x m'' x yr’ (Gallagher and Plumley, 1979) S. patens ranges from 310 g x m'^ x yr"’ in Georgia to 3270 g x m'" x yf’ in New Jersey (Good et al., 1982). D. spicata ranges from 1070 g x m'” x yf’ in Georgia to 3400 g X m'^ X yf’ in Delaware (Good et al., 1982) Table 4. Belowground primary production rates Unit of Flow Duration of Marsh (g X m ^ X yr ') Study Methodology Source Great Sippewissett 3291 7 Years '?'NHf Tracer/ White and Howes. Harvest 1994a Phillips Creek 676-2143 2 Years Litter Bag/Harvest Blum. 1993 Sapelo Island 2100 3 Years Harr’est Gallagher and Plumley. 1979 Belowground primary production sampling techniques have not been perfected Usually some sort of harvesting method is employed using corers of various diameters or litter bags (Good et al., 1982, Blum, 1993) Significant sampling error can be introduced throughout the entire process Cores may become compressed, washing may be incomplete or too rigorous, which can cause a loss of fine root material, and separation 15 criteria of live and dead biomass may vary between investigators (Good et al ., 1982) Physiological factors can also make production estimates difficult. Translocation from aboveground to belowground, death, and aging factors cannot be measured using a harvesting technique (Good et al,, 1982), Translocation is a process, in response to protein breakdown, where aboveground organic nitrogen relocates to belowground biomass (Figure 1 ) at the end of the growing season for storage over the winter (Larcher, 1995), It can be a significant flow, Hopkinson and Schubauer (1984) determined that potential translocation was approximately 54% of aboveground production in Georgia, However, by comparing the winter increase in belowground nitrogen with the total annual potential translocation (the sum of death and leaching subtracted from aboveground production), they claim that approximately 76% of the potentially translocated nitrogen was not used for winter storage, but instead, was used to support growing-season leaf turnover. White and Howes (1994c) determined that potential translocation, figured in the same manner as Hopkinson and Schubauer (1984), was approximately 38% of aboveground production in Great Sippewissett They determined that the majority of translocated nitrogen was not used for the following year’s growth, but instead, became part of the dead macroorganic matter where it was buried or mineralized. This difference in amount of aboveground nitrogen supplied by translocation from belowground may reflect the longer growing season in Georgia Mineralization is the process of transforming organic nitrogen into ammonium 16 (Figure 1), the predominant nitrogen species taken up by salt marsh plants. This process occurs on decaying matter both above- and belowground Newell et al (1989) found that fungal biomass is the predominant (98%) microbe found on decaying S. altermflora leaves left in the standing position. Nearly all of the dead-leaf nitrogen is incorporated into fungal mass during the initial decay process (Newell et al., 1989). Very little nitrogen is lost to the water column, but instead is translocated to rhizomes, consumed by Littonna, or falls to the marsh surface as small particles (Newell et al., 1989). Belowground mineralization is the result of root and rhizome decay and the turnover of microbial biomass and its exudates (Anderson et al., 1997b). Anderson et al (1997b) could only account for approximately half of the gross mineralization rate with macroorganic matter or aboveground biomass available for decomposition. They propose that the remaining mineralized nitrogen is the result of turnover of nitrogen previously immobilized by bacterial biomass and associated exudates. Table 5 shows various belowground mineralization rates determined with very different methodologies. The litter bag and harvest experiments represent net mineralization, while isotope dilution measures gross mineralization. The rate of mineralization both above- and belowground is very important in determining the availability of nutrients for plant uptake. If mineralization is inhibited, the dead plant material will accumulate, and eventually the nitrogen will be buried. If mineralization is very rapid there may be very little material available for bioaccretion In such cases, the system would have to rely on sediment import to accrete at a rate 17 Table 5. Belowground Mineralization rates Unit of Flow Duration of Marsh (g N X tn^ X VT ') Study Methodology Source Great Sif^wrssett 14.9-16.3 (net) 7 Years '?'N labeled Litter White and Bag Howes. 1994c Phillips Creek 84 '(gross) 2 Years 'NH4* isotope pool Anderson et al.. dilution 1997b Sapelo Island 70 (net) Unknown Unknown Whitney et al., 1981 Sapelo Island 19.7 (net) 1 Year Harvest Hopkinson and Schubauer, 1984 sufficient to maintain marsh elevation relative to sea-level rise Leaching from leaves and stems (Figure 1) is a loss of nitrogen for salt marsh plants In Great Sippewissett, White and Howes (1994c) determined the leaching rate to be 0.4 g N X m'^ X yr'' by adding a tracer to the sediment and then exposing the leaves to deionized water In Sapelo Island, Hopkinson and Schubauer (1984) measured leachate to be 0.7 g N x m'^ x yf' by placing S. altemiflora leaves in jars with seawater for 1 hour and then analyzing the water and leaf Anderson et al (1997b) did not consider leaching in their model which may cause an underestimation of their belowground production estimates (19 g N x m'^ x yr"'). However, given the small amount reported by the above authors, Anderson et al’s (1997b) belowground production estimate would only be changed by less than 4%. Filter feeding by mussels can be a major flow in the Tall and Short zones within a salt marsh The most common mussel is the Atlantic ribbed mussel, Geukemia demissa (Jordan and Valiela, 1982) It filters particulates and DON from the water column (Figure 18 1). It is believed that filter feeding can have a significant effect on the microbial population in the water column, and that it can link the water column with the sediment (Kemp et al., 1990a). Jordan and Valiela (1982) measured the disappearance of suspended particles ranging from 5-15 //m in diameter.in jars filled with seawater, thus ignoring some bacteria (Table 6). Jordan and Valiela (1982) may have underestimated filtration rates because their procedure did not account for a delay in initial filtering and a slowing of filtering when particulates were scarce. Kemp et al (1990a) measured both microbial mass and particulates They found filtration rates of 1.37 g N x m'^ x yr"’ were associated with microbial biomass, while particulates removed were as high as 59.6 g N x m'^ X yr'V Kemp et al (1990a) may have overestimated filtration rates because their density of mussels was higher than field density Table 6. Filter Feeding Rates of Geukensia demissa Unit of Flow Duration of Marsh (g N X m ' X yr ') Study Methodology Source Great Sippewissett 11.8 2 Years Disappearance of Jordan and Vahela. suspended particles 1982 in jars of seaw ater Sapelo Island 1.37-59.6 1 Month Water sampling Kemp et al.. 1990a within enclosed pots Excretion and biodeposition by G. demissa (Figure 1 ) were measured in the same manner as filter feeding by Jordan and Valiela (1982). They found excretion to be approximately 3.24 g N x m'" x yr"’, while biodeposition was 5 9 g N x m'^ x yr'V Other species’ feeding, excretion, and biodeposition are not widely studied in the context of nitrogen flow 19 Nitrification is an aerobic microbial process performed in 2 steps where NH4" is oxidized first to N02', and NOj' is then further oxidized to NOj'. These bacteria use the oxidation of NH4' and N02' to fix CO2 and obtain energy (Atlas and Bartha, 1993) Nitrification is a critical component of the nitrogen cycle (Figure 1). In the soil, nitrifiers compete with plants for NH4*, but at the same time rely on them to create an oxidized rhizosphere around their root system (White and Howes, 1994a, Taylor, 1995). The nitrification process’s byproduct, NOj', is a source of terminal electron acceptors for denitrifying bacteria so that they can oxidize organic matter (Atlas and Bartha, 1993). Very few studies have been conducted that compare the rate of nitrification across marsh zones However, Anderson et al (1997b) found a rate of 4 g N x m'" x yr'' for the Short zone using the '^NOj' isotope pool dilution. The estimate for Great Sippewissett is 9.8- 19.92 g N X m'* X yr'* (Valiela, 1983, Finn and Leschine, 1980). However, direct measurements were not made 2.1.4 Outputs. There are 4 main export routes of nitrogen from a salt marsh (Figure 1) They include tidal flushing, burial, denitrification, and loss of animals either through harvest or migration. Tidal flushing is the major source of nitrogen output from a salt marsh Measurements of tidal output were made in the same way as tidal import in Section 2.1.2. Therefore, wrack export is not considered Burial may be an important loss of nitrogen from a salt marsh Burial helps a marsh maintain its elevation relative to sea-level rise (Good et al., 1982) This may be especially important in high marshes where low-frequency flooding causes peat formation 20 (Good et al., 1982). Table 7 shows the burial rates estimated in a variety of ways. Assuming a C;N ratio of 38 (Gallagher and Plumley, 1979), Wiegert’s estimations equal approximately 0.53-0.68 g N x m'^ x yr"’, significantly less than the 3.2-4.6 g N x m'^ x yr' measured by White and Howes (1994c) for Great Sippewissett. Anderson et al’s (1997b) estimate agrees well with the rates for Great Sippewissett. Table 7. Burial Rates Duration of Marsh Unit of Flow Study Methodology Source Great Sippewissett 3.24.6 g N X m'^ X 7 Years '?'N tracer/Ijtter Bag White and How es. 1994c Phillips Creek 4.0 g N xm ’ X \T'' 2 Years Accretion=Sea-Level Anderson et al.. Rise 1997b Sapelo Island 20-26 g C X m'^ X Simulation Modelmg Wiegert, 1979. 1986 \T'^ Denitrification is the only microbially mediated export of nitrogen from a salt marsh It is the process used by facultatively anaerobic bacteria to oxidize organic material using NOj' as a terminal electron acceptor The byproduct is dinitrogen gas which is exported from the marsh system The creekbank area has the highest rate of denitrification of the three marsh zones in Great Sippewissett (Kaplan et al., 1979). This is believed to be the result of renewed NOj' supply by tidal flushing. The high marsh had the lowest rate of denitrification (Kaplan et al., 1979). This can be a significant source of nitrogen loss to the marsh and is not necessarily offset by nitrogen fixation input (Kaplan et al., 1979). However, Anderson et al (1997b) found denitrification to be a fairly small flow (0.6 g N X m'^ X yr"’). They considered that their estimate may be an underestimation 21 of the tme rate because denitrification may be constrained by nitrification rates due to low concentrations of NO," in Phillips Creek But, they claim that denitrification is probably not an important loss of nitrogen from the marsh (Anderson et al, 1997b). Taylor (1995) found that denitrification increased when the area is disturbed by wrack in the high marsh of upper Phillips Creek marsh, Va. Table 8 shows the various methods employed by the authors to measure the rate of denitrification. There is a wide range of rates given. According to Capone (1997), direct measures of N2 fluxes, such as used by Kaplan et al. (1979) are not sensitive to small increases because of the large N2 background Tracer techniques, as used by White and Howes (1994a) and Anderson et al (1997b) offer more direct methods of measurements but can be misled by artificially elevated substrate pools (Capone, 1997) Acetylene block is viewed as a sensitive measure of denitrification except under conditions of low ambient Table 8. Denitrification rate. Duration of Marsh Unit of Flow Study Methodology Source Great Sippewissett 6.85-20.32 g N X 1 Year Bell jar/Gas partition Kaplan et al.. X >T'‘ 1979 Great Sip>pewssett 4.1-5.6 g N xm^ X 7 Years Mass balance using While and "NH/ Howes. 1994a Phillips Creek 0.6 gNxm'^XNT"' 2 Years '?'NjO isotope pool Anderson et al., dilution 1997b Phillips Creek 0-75.8 wmolxm ’x 6 months Acet) lene block Taylor. 1995 hr' Sapelo Island 12 g N xm'^ x\t ‘ 6 months N2 Flux Haines et al.. 1977 NO,", which is almost always true in salt marshes, or when S^" is present (Capone, 1997). 22 If this is the case, rates are likely to be underestimated (Capone, 1997). Harvest of mussels from the marsh for human consumption is a very small export route Valiela and Teal (1979a) quantified this route for Great Sippewissett. However, their estimate for harvesting was very rough Many marshes do not have this export route Emigration by animals is not considered here. 2.2 Maturity/Stability Maturity can be defined in several ways, the state of age, development, and perfection are some. For my purposes, I adopt the concept of Ulanowicz (1986) which posits that within a mature system, the inputs, outputs, and interactions are organized in such a manner as to pass units of flow efficiently and “most effectively participate in autocatalytic activities” (Ulanowicz, 1997). Autocatalytic activities are positive feedback cycles, where an increase in flow to one part of the cycle will increase the flow of the total cycle A measurement of this definition of maturity is Ascendency (Ulanowicz, 1986). Stability, on the other hand, is the ability of a system to resist destructive change caused by perturbations. Perturbations may be caused by short term stressors, (e g., tropical storms), or long term stressors, (e g., relative sea-level rise) The system’s ability to recover or adapt to perturbations as appropriate is its level of stability. A measure of this is Overhead (Ulanowicz, 1986) (Section 2.2.2). There are theories about what a mature system is (Odum, 1969, Ulanowicz, 1986) and how to measure the level of maturity of a system Odum (1969) developed a list of criteria for ecological succession from developmental to mature stages based on old field 23 succession, sand dunes, and marine shores Ulanowicz (1986) developed some measurements of maturity based on information theory and systems analysis. Christensen (1994, 1995) evaluated “goal functions” for ecosystem maturity that can be measured He analyzed several possible goal functions based on Odum’s list of maturity characteristics. What follows is a summary of an attempt to define and characterize maturity and stability. 2.2.1 Succession to Maturity and Stability. In 1969, Odum published a seminal paper entitled “The strategy of ecosystem development” in Science. In this paper, he attempted to define ecological succession from a developmental standpoint. He believed that succession followed three parameters, “( 1 ) succession was orderly, directional, and predictable, (2) it resulted from modification to the environment by the community within the constraints of physical factors, and (3) the end result was a stable community with maximum biomass and symbiotic functions between organisms” (Odum, 1969). For an ecosystem to undergo succession, there must be a fundamental shift in energy flows toward maintenance. This shift is characterized by a phenomenon called “Maximum Power” by H.T. Odum and Pinkerton (1955). The system that gets the greatest useful energy per unit time is more likely to “survive” Maximum power is almost always less than maximum efficiency, and usually no more than 50% of ideal reversible efficiency (Odum and Pinkerton, 1955). Using the above phenomenon as well as field studies of ecosystems, E P Odum developed a list of 24 attributes he felt represented successional changes (Table 9). They were divided into six areas, community energetics, community structure, life history. 24 nutrient cycling, selection pressure, and overall homeostasis. Odum proposed that these attributes could help quantify mature stages of ecosystem development and help in testing hypotheses. He felt that the attributes for overall homeostasis were the most likely to be true for all ecosystem types (Odum, 1969). This model has become the basis for new theories and methodologies concerning the maturity and stability of an ecosystem, such as Ulanowicz. Table 9. Odum’s (1969) 24 Attributes of Ecological Succession. Ecosystem Attributes Developmental Stages Mature Stages Community energetics Gross fwoduction/communitv Greater or less than 1 Approaches 1 respiration (P/R ratio) Gross production/standmg crop High Loyy biomass (P/B ratio) Biomass supported/unit energ\ flow Loyy High (B/E ratio) Net communiN production (\ield) High Loyy Food chains Linear, predominantly grazing Weblike, predommantly detritus Community structure Total organic matter Small Large Inorganic nutrients Extrabiotic Intrabiotic Species diversity-variet> component Low High Species diversity-equitabUity Low High comjxinent Biochemical diversity Low High Stratification and spatial Poorly organized Well-organized heterogeneity (pattern diversity ) Life History Niche spiecialization Broad Narrow Size of organism Small Large 25 Ecosystem Attributes Developmental Stages Mature Stages Lile cycles Short. sunpJe Long, complex Xutrienl cycling Mineral cycles Open Closed Nutrient exchange rate, between Rapid Slow organisms and enwonment Role of detritus in nutrient Unimportant Important regeneration Selection Pressure Growth form For rapid growth (r-selection) For feedback control (K-selection) Production Quantity Quality Overall homeostasis Internal symbiosis Undeveloped Developed Nutrient conservation Poor Good Stabüity (resistance to external Poor Good perturbations) Entropy High Low Information Low High 2.2.2 Ascendency and Developmental Capacity. Ulanowicz has used information theory to develop indicators of maturity and stability (1986), Based on Odum’s hypothesis that ecosystem self-regulation is dependent upon the probable pathways taken by a unit of flow within a system, Ulanowicz used the Shannon-Wiener Index of diversity of flows scaled by the total amount of flow through a system or total system throughput (TST) to determine an ecosystem’s Developmental Capacity (Ulanowicz, 1980) This represents the ecosystems upper limit for self-organization. To determine how much information is contained within a system, the average mutual information (AMI) of flow structure is determined. This is a measure of constraint 26 exerted upon a random unit of flow as it moves from one compartment to another (Ulanowicz, 1997). In Figure 2, two systems representing different AMIs are shown The one with an even distribution of flows (A) has a lower AMI than the one with more constrained flows (B). The system with the higher AMI is considered to contain more information. Ulanowicz (1986) scaled the AMI by total system throughput (TST) and called it Ascendency This represents the portion of Capacity that consists of flows that contain information and thus, are considered organized It is postulated by Ulanowicz (1986) to represent the maturity of a system Relative Ascendency is Ascendency divided by Capacity (Ulanowicz, 1986) This measure of maturity can be used to compare different systems or the same system over time (Ulanowicz and Wulff, 1991, Baird and Ulanowicz, 1989). The portion of Capacity not accounted for by Ascendency is called Overhead This is the part of system complexity that is not organized. Overhead can be divided into 4 parts, uncertainty associated with inputs, uncertainty associated with output, uncertainty associated with dissipations (respirations), and pathway redundancy (Ulanowicz, 1986). Redundancy is believed to be an indicator of stress (Ulanowicz, 1997). For example, a large number of redundant pathways present in a system may represent a system that is adapting to stress. Ascendency can grow at the expense of overhead Capacity is limited by a finite source of new inputs and outputs and by the instability of small compartments (Ulanowicz, 1997). With a fixed capacity, as ascendency increases, overhead must necessarily 27 Figure 2. Systems with Different Average Mutual Information Box A - The flow is evenly distributed and thus has a low AMI Box B - The flow is more constrained and thus has a high AMI 28 2 29 decrease This could result in decreased redundancy, increased efficiency of imports, increased efficiency of exports, or increased efficiency of dissipations However, a system can never reach its total capacity. Overhead is needed as a buffer to perturbations (Ulanowicz, 1997), Without it, the system will become brittle, and fall apart with seemingly low levels of stress Therefore, overhead is believed to be a measure of stability (Ulanowicz, 1997). Ulanowicz has compared ascendency and capacity as a measure of ecosystem development in relation to Odum’s (1969) 24 attributes of successional maturity (Table 9). He believes that 15 attributes are in agreement with ascendency and the remaining 9 are non-inconsistent (Ulanowicz, 1980). Cycling of material is a major contributor to ascendency, as it is a source of organized flow (Ulanowicz, 1980). Several of Odum’s (1969) attributes are related to cycling including greater retention of nutrients within the system, increased reliance on detritus, lower P/B ratio, and greater proportions of intrabiotic nutrients (Ulanowicz, 1980). Other attributes that correspond with an increase in ascendency include species and biochemical diversity, specialization, higher information, and internal symbiosis (Ulanowicz, 1980). 2.2.3 Empirical Tests ofDevelopment Attributes. Christensen (1994) has made an attempt to evaluate indicators of maturity and stability in relation to Odum’s 24 developmental attributes (Odum, 1969). He referred to these indicators as “goal functions” ( 1994), and he compared various goal functions, such as ascendency, to Odum’s developmental attributes to determine if the indicator is in agreement with Odum 30 To do this, he used 41 static models of various aquatic environments from Christensen and Pauly (1993b) (Christensen, 1994). The models were ranked based on 7 “goal functions” of Odum’s attributes that could be measured by ECOPATH II, a software package for network analysis. They were biomass/primary production (B/P), biomass/TST, the proportion of flow originating from detritus, flow diversity, production/biomass (P/B), average path length, and residence time. He examined how ascendency, relative ascendency (ascendency/capacity), and exergy (amount of free energy of a system relative to its environment), correlated with these 7 “goal functions” and hence, maturity sensu Odum (Christensen, 1994). He found that relative ascendency was the most strongly correlated with maturity sensu Odum, however, the correlation was negative (Christensen, 1994). Ascendency and exergy did not correlate with maturity. In an earlier paper, Christensen and Pauly (1993b) evaluated the Finn Cycling Index (FCI) in relation to maturity and found that it might be related to maturity. In a later paper, Christensen (1995) expanded the goal functions to include total overhead and internal redundancy. He found that total overhead, a measure of system stability', was strongly correlated with maturity. However, internal redundancy, believed by Ulanowicz to be a better indicator of stability than total overhead, did not correlate as well with maturity (Christensen, 1995). He concluded that measures of stability are probably also measures of maturity (Christensen, 1995). Christensen’s (1995) comparison of ascendency to Odum’s (1969) maturity attributes may not be adequately reflected in his maturity index. In the 1995 paper. 31 Christensen used 10 of Odum’s 24 attributes to represent maturity The other attributes were removed from consideration after they were analyzed for cross-correlation Christensen (1995) was concerned that highly correlated attributes would introduce bias into the analysis if all were used. Of these 10 attributes selected to represent maturity, Ulanowicz (1980) proposed that only 5 result in increased ascendency, P/B ratio, B/E ratio, growth forms, and both variety and equitability species diversity (Table 9). Two of the attributes used by Christensen (1995) are not reflected in the measure of ascendency, the P/R ratio and the average size of organisms (Table 9) The remaining 3 attributes— dominant food chain, nutrient exchange rate, and entropy—are ambiguous as to how they relate to ascendency (Ulanowicz, 1980). Therefore, it may be unwarrented to make comparisons of maturity and ascendency using maturity indicators that are not reflected in the measure of ascendency. Of Odum’s (1969) 24 attributes of maturity, Ulanowicz (1980) believed 15 were reflected in ascendency Christensen only focused on 5 (1995) Of the 5 attributes Ulanowicz (1980) was unsure how they related to ascendency, Christensen focused on 2 (1995). And of the 4 attributes Ulanowicz (1980) believed were not reflected in ascendency, Christensen focused on 2 (1980). By trying to avoid bias, Christensen may have weakened his index of maturity or at least his ability to compare it to ascendency. 2.3 Network Analysis and Its Use Comparing Nitrogen Cycling Ulanowicz developed a software program entitled NETWRK that uses network analysis to evaluate a system’s structure including Information Indices such as capacity. 32 ascendency, and overhead. The latest version is NETWRK4.2 (Ulanowicz, 1998). Network analysis is a group of analyses that employ a variety of mathematical techniques to evaluate a system qualitatively and quantitatively. For a more detailed description, the reader is referred to Section 4.5. of this paper, to Kay et al. (1989), and to the documentation for NETWRK 4.2 (Ulanowicz, 1998). A few investigators have used network analysis to analyze the nitrogen cycle of aquatic systems, especially estuarine (Forés and Christian, 1993, Forés et al., 1994, Baird et al., 1995, Christian et al., 1996, Christian et al., 1997). The 2 main approaches to comparing static networks of systems are to compare the same system at different times (Forés and Christian, 1993, Forés et al., 1994, Baird et al., 1995, Christian et al, 1997), and to make comparisons among systems (Christian et al., 1996). Important aspects of model comparison are that the models have the same units of medium (e g., g N x m‘“ x yr '), and that they have similar topology, flow structure, and degree of aggregation (Baird and Ulanowicz, 1993). This means that the models are similar in the number of compartments, the way compartments are interconnected, and degree of aggregation (DIN vs. NOj', NOj', and NH4*). Many indices respond to model structure For example, the average path length (APL) is highly dependent on the number of compartments A 4- compartment model may have a very different APL that a 20-compartment model, and comparisons between the models would be ill advised. In comparing the nitrogen cycle of 5 coastal systems, 2 of which were dominated by rooted macrophytes, Christian et al (1996) determined that the life form and life cycle 33 of primary producer had a significant effect on cycling. Phytoplankton have a much shorter turnover time than rooted macrophytes. This increases the amount of material cycled within the system significantly (Christian et al., 1996), Christian et al (1996) also discussed the meaning of cycling in the context of foodweb models versus biogeochemical models, Foodweb models generally focus on carbon flow as a substitute for energy flow. Cycles involve only organic matter Biogeochemical models focus more on primary production and microbial processes (Christian et al., 1996). Therefore indices that measure cycling such as the Finn Cycling Index (FCI) (the percent of total flow that is involved in cycles) will have different interpretations for the different model types (Christian et al., 1996). Baird and Ulanowicz (1993) found in foodweb models that increased FCI was not an indicator of maturity but of stress. As the system becomes more stressed food chains shorten, causing material to cycle faster. However, in biogeochemical models, the foodweb is only a small part of the total model. Christian et al (1996) found that stress in the form of eutrophication was associated with a lower FCI Dead organic matter also plays a different role in biogeochemical models than foodweb models. In biogeochemical models dead organic matter can be one of several nonliving compartments, whereas in foodwebs, dead organic matter is the only nonliving compartment. 2.4 Sea-Level Rise Sea level has been rising since the end of the last glacial maximum approximately 18,000 years ago. There was a rapid rise in eustatic sea level during the early Holocene 34 period, but it slowed around 4,000 years ago to the current rate of approximately 0.11- 0 12 cm/year (Orson et al., 1985, Kana et al, 1984), Based on climate models, the rate of sea-level rise is predicted to increase substantially over the next half century. Though there are a number of model predictions based on different assumptions, most predict a global average rise in sea level due to all causes of 0.3-0.6 cm/year (Warrick et al, 1996). From another perspective, along the east coast of the United States, over the past 8,000 years, relative changes in sea-level ranged from 22 m in Virginia to 18 m in New York, which equals 0 275 cm/yr for Virginia and 0.222 cm/yr for New York (Peltier, 1985). It is believed that the majority of this increase in sea level is due to glacial isostatic adjustment rather than thermal expansion (Davis, 1987). For the time period 1940-1980, the average relative sea-level rise for the east coast of the United States was 0 25±0.017 cm/yr (Davis, 1987), 2.5 Ecosystem State Change Ecosystem state change is the transformation of one ecosystem class to another (Brinson et al, 1995). Brinson et al (1995) recognized 5 distinct ecosystem classes in salt marsh landscapes, upland or wetland forest, organic high marsh, mineral low marsh, autotrophic benthic system, and heterotrophic benthic system. For a given rate of rising sea level, the rate of state change from one class to another depends on slope, sediment supply, bioaccretion rate, and inundation frequency. The geomorphic settings of tidal marshes were divided by Brinson et al (1995) into four types depending on slope and sediment supply (Figure 3). The first type of marsh is 35 Figure 3. Classes of Salt Marshes Responding to Rising Sea Level (From Brinson et al., 1995) Box A-Example of a marsh that is expanding as a result of increased inundation in two directions, toward the creekbank due to high sediment supply and overland due to a gentle slope Box B-Example of a marsh that is expanding overland due to increased inundation but is eroding at the creekbank due to a low sediment supply. Box C-Example of a marsh that is stalling at a steep slope and expanding toward the creekbank due to a high sediment supply. Box D-Example of a marsh that is stalling at a steep slope and eroding at the creekbank due to a low sediment supply 36 Sediment Supply 37 an expanding marsh It has a gentle slope and a high sediment supply. It responds to sea- level rise in two ways. It progrades toward the estuary due to sediment surpluses, and it transgresses overland into the terrestrial forest with rising sea level. This is exemplified by the Barnstable Marsh in Massachusetts and along the Georgia coast (Redfield, 1972, Pomeroy and Wiegert, 1981) The second type of marsh erodes at the creek bank but transgresses toward the terrestrial forest. It is found in areas that have a gentle slope but a low sediment supply It can be either a maintaining, expanding, or submerging marsh depending on the rate of erosion and overland transgression. This type of marsh can be found in the Mississippi Delta and the Virginia Coast Reserve (VCR) on the eastern shore of Virginia (Brinson et al, 1995). The third type of marsh is another type of expanding marsh. It is found in areas with steep slopes and a high sediment supply. It is unable to transgress overland because of the slope This is called stalling Because of the high sediment supply, it is able to prograde toward the estuary (Brinson et al., 1995). The last type of marsh is a submerging marsh It is eroding at its creekbank and stalling at the forest because of the steep slope. This type of marsh is relatively common at the VCR (Brinson et al, 1995). 2.5.1 Maintenance. Marshes can maintain their level relative to sea-level rise when there is sufficient sediment and/or peat accumulation. Increased flooding may bring in additional sediments and nutrients to a marsh, which may increase primary production and thus peat accumulation (The Working Group on Sea Level Rise and Wetland Systems, 1997). Major sources of mineral and organic sediment include: sand, silts, and clays from 38 the marine environment or upland erosion, particulate organic material from outside the system, and organic material produced within the system such as roots, rhizomes, and litter from vegetation (Orson et al., 1985). A negative feedback loop is associated with wetland level maintenance. If marsh elevation is relatively low, it is inundated frequently by tides This brings in sediment and nutrients, which may enhance plant productivity. With increased plant productivity, there is a greater build-up of organic matter within the sediment from root and rhizome growth as well as litter from the plants. The part of primary production that is not decomposed becomes peat. As the marsh vertically accretes, the tidal water is unable to penetrate the marsh at the same level as before thus reducing the frequency and depth of flooding. This reduces the amount of sediment and nutrients the marsh receives, decreasing primary productivity. This decrease in primary production causes a slowing of the rate of accretion because of decreased peat formation and sedimentation (The Working Group on Sea Level Rise and Wetland Systems, 1997). This feedback mechanism maintains the low marsh relative to sea level. It is when this maintenance feedback loop does not function that marshes expand or submerge 2.5.2 Expansion. As can be seen in Figure 3, the marsh may prograde toward the estuary and/or migrate overland (Brinson et al., 1995). Marshes that are able to increase their area by migrating over upland areas begin when upland areas experience infrequent tidal floods caused by extremes such as storms and hurricanes The salt water infiltrates the soil at a high enough salinity (5-15%o) to result in water stress and possibly sulfide 39 toxicity (Brinson et al, 1995) If soil salinity increases enough, the upland plants will begin to die The forest soils will be transformed to marsh soils by salinization, deposition of marine sediments, and the accumulation of sulfide by sulfate reduction (Dame et al., 1992) This allows high marsh plants to begin to invade the area. Slope of the land and distance from the tidal creek determine the rate of the conversion from upland to high marsh (Brinson et al., 1995). In areas where the slope is gentle and the creek is close to the forest, salinity and H2S concentration in forest soils are higher than in areas where the slope is steep and the creek is far from the forest (Hmieleski, 1994) 2.5.3 Submergence. A marsh can also be converted to open water in response to an increased relative sea-level rise (Brinson et al., 1995) To maintain its elevation relative to sea level, a marsh must accrete either through mineral sediment accumulation or peat accumulation (Orson et al, 1985) When one of these two does not occur at a rate sufficient to maintain its level relative to sea level, the marsh begins to submerge. When tidal flooding increases, headward creek erosion and shoreline erosion can occur under low sediment supply (Brinson et al., 1995) Erosion and wrack deposition can reduce or eliminate vegetation resulting in a mud flat (Brinson et al., 1995). The mud flat may be recolonized by S. alterniflora or become subaquatic (Brinson et al., 1995) In either case macrophyte primary production is reduced. The reduction in plant production also reduces the sediment trapping ability of the marsh. The reduction in primary production results in fewer stems to baffle the incoming waves, and thus less sediment is deposited on the marsh surface. There is also less 40 opportunity for bioaccretion (Orson et al., 1985) This creates a positive feedback loop that further reduces primary production (Orson et al , 1985) As the marsh loses its sediment-trapping ability and primary production, it is subjected to increased flooding and erosion which reduces its sediment trapping ability and primary production. The marsh will eventually become open w-ater (Orson et al., 1985, Brinson et al, 1995). 3.0 GOALS OF RESEARCH/HYPOTHESES 3.1 Research Goals The three main goals of my research are to compare the nitrogen cycle of three different ecosystem zones within salt marshes, assess how the nitrogen cycle may reflect the zone’s maturity and stability, and determine how relative sea-level rise may affect the nitrogen cycle of marshes. One aspect of the nitrogen cycle to be examined is how imports of nitrogen are exported from the system and if there are any patterns across marsh zones associated with the export routes. Another aspect to be examined is how flows within the system relate to primary production and determine if any patterns exist across marsh zones. The third aspect to be examined is how the nitrogen cycle reflects to the marsh zone’s maturity and stability Using the outcome from these examinations, I will postulate how the nitrogen cycle may be affected by rising relative sea-level and how that may affect the maturity and stability of the entire marsh, 3.2 Hypotheses I have postulated 3 specific relationships within the context of the overall study My first hypothesis concerns the comparison of the amount of cycling within each marsh zone I hypothesize that the relative amount of cycling will increase from the creekbank/tall S. alterniflora marsh zone to the high marsh as tidal exchanges decrease. The Finn Cycling Index and Average Path Length [(TST-Inputs)/Inputs] are used to determine amount of cycling The second hypothesis concerns that relative rate of mineralization As the import of nitrogen decreases from creekbank to the high marsh resulting in lower TST, I 42 hypothesize that the relative rate of mineralization and its importance to primary production will be highest in the high marsh. The relative mineralization rate will be determined with respect to TST, cycled throughput, and primary production The mineralization rate’s importance to primary production will be determined using the Total Contribution and Total Dependency matrices within Netwrk4 ( Section 4 5,2). The third hypothesis is related to the developmental maturity of each zone The index used to compare marsh maturity is called relative ascendency and was developed by R E Ulanowicz (1986) I hypothesize that relative ascendency (ascendency/capacity) will be highest for the low/short -S', alterniflora marsh zone because under conditions of rising sea level it is the zone that experiences the least extreme conditions associated with state transition (Brinson et al., 1995), 4.0 METHODS AND MATERIALS 4.1 Research Design I used network analysis to evaluate the differences in nitrogen cycling between marsh zones Three well-studied marshes, representing different latitudes, were divided into 3 different zones that represented various flooding regimes and plant communities The first zone was the creekbank, referred to as “Tall ” In all three marshes selected, the creekbank is considered to be flooded by all high tides and is dominated by the tall form of S. alterniJJora The second zone was the low marsh, referred to as “Short.” This area was considered to be flooded by 50% of all high tides and is dominated by the short form of S. alterniflora in all three marshes. The third zone was the high marsh, referred to as “High ” This area of the marsh is considered to be flooded by 10% of all high tides and is dominated by plants locally found in high marsh areas. These include S. patens, D. spicata, andy. roemenanus (Table 4 2 \) 4.2 Site Descriptions The 3 marshes used to compare nitrogen cycles of different zones were Great Sippewissett Marsh in Massachusetts, Upper Phillips Creek Marsh in Virginia, and Sapelo Island Marshes in Georgia (Table 10 for site descriptions). All are located along the eastern seaboard of the USA 4.2.1 Great Sippewissett Marsh. Great Sippewissett Marsh is located in Falmouth, MA near Woods Hole (41 °35'N, 70°38'W) and is approximately 48 ha in size (Finn and Leschine, 1980) (Table 11 for zone characteristics). It is tidally fed by Buzzards 44 Table 10. Site Descriptions Great Sippewissett Phillips Creek Sapelo Island Age 2,000 years (Valiela. 1983) 200 years (Chambers et al. 15.000 years (Hoy1. 1967) 1992) Geomorphic Setting Mainland Mainland Bamer Island Tidal Range (mean) 1.6 m (Valiela. et al.. 1.9 m (Anderson et al.. 2 .4 m (Schubauer and 1978) 1997b) Hopkinson. 1984) Surface Water 32 pçit (Carpenter, et al.. 9-33 ppt (Hmieleski. 1994) 15-28 ppt (Pomeroy et al.. Saliniu 1978) 1972) Interstitial Salinit> 28-38 ppt (Howes, et al.. 9-26 ppt (Anderson et al. 35-40 ppt (Nestler, 1977) 1986) 1997b) Dominant Plants 5. alternijlora, D. spicata, S. alterniflora, D. spicata, S. alterniflora, J. S. patens S. patens, J. roemerianus roemerianus Fresh Water Sources Groundwater. Precipitation Precipitation Precipitation Bay through a single entrance, Sippewissett Creek (Howes et a!., 1986) The marsh is surrounded on three sides by glacial moraine and sand dunes on the fourth side The marsh is accreting at 1 mm/year in the low and high marsh and as much as 14 mm/year in the creekbank area (Valiela, 1983), Table 11. Great Sippewissett Marsh Zone Characteristics Tall Short High Area (ha) 9.1 (Valiela and Teal, 12.3 (Valiela and Teal. 8.9 (Valiela and Teal, 1979) 1979) 1979) Dominant Vegetation 5. alterniflora (Valiela and 5. alterniflora (Valiela and 5. patens, D. spicata Teal, 1979) Teal. 1979) (Valiela and Teal. 1979) Floodmg Frequency 100 (Jordan and Valiela. 50 (Meany et al., 1976) 10 (extrapolated from (% of high tides) 1982) Valiela et al.. 1985) Primary Production 30 27 29 (g N/m‘/\T)' ’ These numbers were averaged from the following sources: Finn and Leschine (1980), Howes et al (1985), Teal et al. (1979), Valiela (1983), Valiela and Teal (1979a), Valiela et al (1975), Valiela et al (1976), Valiela et al, (1978), and White and Howes (1994a). 45 4.2.2 Upper Phillips Creek Marsh. Upper Phillips Creek Marsh is located near Nassawadox, VA, on the southern end of the Delmarva Peninsula (37°26' 38” N, 75°52' 05” W) (Blum, 1993), and is estimated to be over 1.2 ha by topographic survey (Richardson et al., 1995) (Table 12 for zone characteristics). It is part of the Virginia Coast Reserve (VCR) Long-Term Ecological Research Site (LTER) sponsored by the National Science Foundation. The property is owned and managed by the Nature Conser\'ancy It is tidally fed by Phillips Creek, a tributary of the Red Bank River that feeds into Hog Island Bay The marsh originated from a Pleistocene sand ridge that was breached by sea level rise within the last 200 years (Chambers et al., 1992). It is surrounded by farm land to the south and pine forests to the north and west (Blum, 1993, Hmieleski, 1994). The marsh grades gradually into the forested areas to the north and more steeply into farmland to the south (Hmieleski, 1994). The marsh has increased in size by 8% in the last 50 years due to the transition from upland areas to high marsh (Kastler, 1993). Sediment is accreting at approximately 2 mm/year in the short S. altertiiflora marsh (Kastler, 1993), which is considered sufficient to keep pace with the rate of sea-level rise (Davis, 1987, Hayden et al., 1991). 4.2.3 Sapelo Island Marshes. Sapelo Island Marshes are located on Sapelo Island, GA (31 ° 19”N, 81 ° 18”W) (Schubauer and Hopkinson, 1984) (Table 13 for zone characteristics). The marshes total area is approximately 1140 ha (Kuenzler, 1961). The marshes are fed by the Duplin River, which empties into the Doboy Sound (Imberger et al, 1983). The barrier island was believed to have been formed as the result of beach 46 Table 12. Upper Phillips Creek Marsh Zone Characteristics Tall Short High Area (ha) 0.01 (Richardson et al., 0.54 (Richardson el al.. 0.65 (Richardson et al.. 1995) 1995) 1995) Dominant Vegetation S. altemiflora 5. altemiflora S. patens, Disticlis spicata, J roemerianus Flooding Frequenc> 100 (extrapolated from 52 .4 (extrapolated from 1-10.7 (Hmieleski. 1994) (% of high tides) Blum. 1993) Anderson et al.. 1997b) Primary Production 21.9 27.3 15.8 (g N/mVyr)' ’These numbers were averaged from the following sources: Anderson et al. (1997b), Blum (1993), Blum and Christian (1997), Tolley (1996), and this study ridges being intersected by sea level rise, which submerged the area landward of the ridges during the late Holocene forming lagoons and islands (Hoyt, 1967). Table 13. Sapelo Island Marshes Zone Characteristics Tall Short High Area (ha) 91.2 (Kuenzler. 1961. Dai 991.8 (Kuenzler. 1961. 57 (Kuenzler. 1961. Dai and Wiegert. 1997) Dai and Wiegert. 1997) and Wiegert. 1997) Dominant Vegetation 5. altemiflora S. altemiflora J. roemerianus. D. spicata Flooding Frequency 92(Kneib. 1991) 50 (Kuenzler. 1961) 15 (Kuenzler, 1961) (% of high tides) Primaix Production 51.6 38.3 53,5 (g N/m'V\T)’ ' These numbers were averaged from the following sources; Chalmers (1979), Chalmers et al. (1985), Dai and Weigert (1996), Gallagher and Plumley (1979), Gallagher et al (1980), Haines (1976), Haines et al. (1977), Hanson (1977b), Hanson (1983), Hopkinson and Schubauer (1984), Kemp et al. (1990b), Schubauer and Hopkinson (1984), Weigert (1979), Weigert (1986), and Whitney et al. (1981). 4.3 Data Collection 4.3.1 Literature. The majority of data was obtained from literature Great Sippewissett Marsh and Sapelo Island Marshes were selected specifically because of the extensive 47 literature available regarding the nitrogen processes in these marshes. For Great Sippewissett, 27 articles spanning from 1974 to 1994 were used to obtain data For Sapelo Island Marshes, I used 42 articles spanning from 1959 to 1997. Much of the data for Upper Phillips Creeks Marsh were also obtained from literature. However, because this marsh has not yet been studied as extensively as the other two marshes, not as many articles have been published. Four articles spanning from 1992 to 1998 were used. Student theses and the VCR/LTER database were also used to obtain data for Phillips Creek Marsh. 4.3.2 Field Sampling. Samples were taken from Upper Phillips Creek Marsh from May through December 1997 in order to supplement information from the literature Aboveground biomass of S. alterniflora was collected from two marsh zones (Tall and Short) once in May and once in September. A total of 18 samples were clipped within a 0.0625 m^ quadrant using hand clippers, stored in plastic trash bags, and transported to the laboratory for processing The samples separated into live and dead based on the present of green on the stems and leaves They were then weighed to 0.01-g accuracy on an electronic scale to establish an initial mass, dried to a consistent mass at 85°C in an AC-Lab Equipment convection oven, and then reweighed for calculation of g dry mass x mThese samples were then ground in a Wiley mill through a 40-mesh screen Percent nitrogen was determined using Leeman Labs Control Equipment 440 Elemental Analyzer These masses were used to estimate aboveground biomass and primary production Primary production was considered a very rough estimate because it was the subtraction 48 of May’s biomass from September’s biomass, thus underestimating production These numbers, however, were averaged with literature values where they were available for the creation of the networks Belowground biomass was estimated in May, September, and December A 3.5 cm diameter aluminum corer was used to core marsh sediment to a core length of up to 28 cm. The samples were wrapped in aluminum foil for storage and transport. Both macroorganic matter (MOM) (Gallagher, 1974) and bulk densities (Chalmers, 1979) were measured. MOM was determined by cutting the core into two sections 0-10 cm and 10- up to 28 cm. Each section was washed through a 1-mm mesh sieve. After all sediments were visibly washed away, what remained was considered MOM Some samples were used to determine the ratio of live: dead root matter Separation was based on color and turgidity (Schubauer and Hopkinson, 1984) The samples were dried to consistent mass at 85°C in an AC-Lab Equipment convection oven and weighed to 0.01-g accuracy on an electronic scale. They were then ground using a Wiley mill through a 40-mesh screen Percent nitrogen was determined using Leeman Labs Control Equipment 440 Elemental Analyzer. Bulk densities were determined by measuring the volume of the core, weighing to 0.01-g accuracy on an electronic scale, drying to consistent mass at 85°C in an AC-Lab Equipment convection oven, and reweighing the core. To establish an estimate of the mussel, G. demissa, and snail, L. irrorata, population, the number of mussels and snails within 0.0625 m^ quadrats were counted in September by sampling three different areas of the marsh in triplicate to determine 49 populations per m^. 4.4 Network Construction Networks were constructed for each zone of each marsh. The networks were constructed by estimating values for all compartments and flows for the general box and arrow diagram shown in Figure 4, Most of the diagram was created after conducting a literature search for Great Sippewissett Marsh As more data were collected from Sapelo Island and Upper Phillips Creek, the network was modified to reflect new important data The diagram reflects the type of data available in literature, and therefore does not contain all possible flows During network development, I noticed physical exchanges by tides inordinately dominated over those due to biological processes To allow' the networks to better reflect biological activity, tidal flushing was placed outside the system, and the sedimentation/resuspension cycle was made into a net flow The type of data used included imports to the marshes such as tidal flow', precipitation, and nitrogen fixation, interactions such as primary production, mineralization, and grazing, and outputs such as tidal flow, denitrification, and burial of peat Biomasses of each compartment were gathered when available. However, biomasses are not an intricate part of NETWRK4's programing and do not affect network analysis output. Each compartment represents a potentially important aspect of the nitrogen cycle The surface water compartments represent the different species of nitrogen found in surface water (Figure 4). Surface PN includes bacteria, algae, zooplankton, detritus, and 50 Figure 4. Generalized Nitrogen Cycle Model for Salt Marshes 51 TidalC 2Be)t 1 ^ Surface N H 4 j SuiÉKJeîIOx 1 1 Su3Áce DON! Snrfhn» PH1 1 Á ^ w Á 1 ^ A À Icn m igzation \ 1 1 B enthic fiter feeders G zazers^ ekica 1 < ^ H aivest St2aidx>g Dead^iUEr 1 1 p Roota^hizcra ea |h2 Ffeets ; B enihfc A ^ea n ^ / j / \ j / '"\ // z CxoundwatBr Burial D enirifcatx>n 52 nitrogen attached to sediment particles. Fungi and bacteria associated with leaf decay are part of the Standing Dead compartment. Benthic filter feeders are predominately represented by G. demissa, the Atlantic ribbed mussel, but theoretically represent all filter feeders in the marsh. The Grazer/Nekton compartment is a compilation of many different types of animals. It includes crabs (e g., Ucapugilator), snails (e g., Littorina irrorata), insects (e g., Orcheliumfidicinium), and birds (e g., Branta canadensis). However, it could be expanded to fish, racoon, deer, or any other animal present in the marsh The pore water compartments like the surface water compartments represent the different nitrogen species found in pore water Pore PN, however, is an aggregation of many things including decaying roots and rhizomes, decaying leaf litter, biodeposition, and nitrogen attached to sediment particles 4.4.1 Assessment ofData Reliability. Each data point was assigned a number reflecting its perceived reliability, referred to as the reliability factor (RF). A RF of 4 meant that there was good confidence in the number. For example, a 4 would be assigned to a datum that resulted from a nitrogen fixation experiment where the rate was directly measured over a year or more and there was little to no manipulation needed for it to be standardized to g N m'^ x yr"' A RF of 3 meant that I had good confidence in the original data point but needed to manipulate it into the standard units For example, this may result from a study directly measuring a carbon flow, and thus requiring a C:N ratio to convert it to nitrogen A RF of 2 meant that the data point was an estimate or had to be heavily manipulated by conversions or extrapolation of gaps to be in the standard units 53 This RF assignment would result from a study that had data as a rate per day or month, and/or missing one or more months Data would have to be scaled up and/or estimated in order to reflect a year’s worth of flow. A RF of 1 meant the data point was a very rough estimate. A data point that was not directly measured but was roughly estimated based on other measurements would receive this RF assignment. And, a RF of zero meant I derived it by balancing the inputs and outputs of compartments. Each data point and its RF were averaged with other like data points for the appropriate zone of the appropriate marsh Thus, a flow or standing stock value for network construction could come from data points from more than one source The averaged data and RF were then used to construct each network. A data point was not assigned a RF of zero until the networks were being balanced (Section 4.4 2). The following is an example of the decision making process that occurred during data manipulation. A data point for belowground production in Sapelo Island was given as 2100 g m'^ X yr"' (Gallagher and Plumley, 1979). In order to convert this to g N m'* x yr"', the first bit of information needed was percent nitrogen or carbon. Percent carbon was found to be 38.1 (Gallagher and Plumley, 1979). It was determined that belowground production was 800 g C m'^ x yr*. The next step was to apply a C:N ratio to determine the nitrogen content of the roots and rhizomes. The C;N ratio used was 38 (Gallagher and Plumley, 1979). It could then be determined that the belowground production was 21 g N m'^xyr'*. This conversion was given a RF of 3. C:N ratios, % N, and % C originated from the marsh in question unless no information was available 54 4.4.2 Balancing. Once the initially estimated values for each network were obtained, they were organized into a spreadsheet. Each compartment’s surplus or deficit nitrogen flow was determined by adding all inputs to a compartment and subtracting all exports from that compartment. To achieve steady state, each compartment’s inputs must equal its outputs. The following rules involving REs were used as guidelines to help balance each compartment. However, they were not strictly adhered to. If a data point had a RF of 4, it was changed no more than 10% in either direction to help balance the compartment. A RF of 3 was changed no more than 20%, 2 was changed up to 30%, 1 was changed up to 40%, and 0 was changed as needed to balance the compartment. These percentages were arbitrarily chosen to help retain the integrity of the data during the balancing process. These rules were violated when no other option was available to balance the compartment. For example, in the Great Sippewissett Tall network the value for denitrification was assigned a RF of 4 but was changed 50%. This was needed to balance the compartment as no other realistic options were available Other input and export routes had been manipulated as much as possible to account for the deficit nitrogen flow without becoming unrealistic. 4.5 Network Analysis Ecosystem Network Analysis was used to evaluate the structure of the 9 networks using a variety of perspectives. The software package used to perform network analysis was NETWRK4 (Ulanowicz, 1987) The package contains several subroutines in FORTRAN for network analysis. I used the subroutine for Structure Analysis, specifically 55 Input Environs Analysis (Section 4.5 1) and matrices of Total Contribution and Total Dependency (Section 4.5.2) I also used the subroutine for Biogeochemical Cycle Analysis, specifically the Finn Cycling Index (FCI) to determine the amount of recycling in the system (Section 4.5.3) I used the Information Indices, such as Relative Ascendency, Capacity, and Overhead to determine maturity and stability (Section 4.5.4) 4.5.1 Input Environs Analysis. Input Environs Analysis computes the fraction of flows within the system that results from the exogenous input of one unit of flow into a compartment (Kay et al., 1989) The coefficients in each vector and matrix represent the relative amounts of internal flows and outputs (or probability of flow) resulting from one unit of input (Kay et al., 1989) I used this analysis to determine how inputs to the systems were exported. I compared the distributions of exports between marsh zones and between marshes to evaluate how nitrogen cycling may be different. 4.5.2 Total Contribution and Total Dependency Matrices. The total contribution matrix evaluates the fraction of a compartment’s throughput that contributes to another compartment’s throughput both directly and indirectly (Kay et al., 1989). For example, the matrix can determine the fraction of the nitrogen that flows through the benthic filter feeder compartment that will travel directly and indirectly to aboveground production In this case there is no known direct flow from benthic filter feeders to aboveground production, but a possible indirect flow would be from benthic filter feeders to Pore PN by way of biodeposition (Figure 4) The Pore PN is then mineralized to Pore NH4 and taken up by the plant. For the Great Sippewissett Tall network, this number is 0.0681 This 56 means that 6.81% of the total throughput of the benthic filter feeder compartment will go through the aboveground production compartment. The total dependency matrix evaluates the fraction of a compartment’s total throughput that resided at some point in another compartment (Hannon, 1973). For example, this matrix can determine the fraction of aboveground production’s nitrogen throughput that came from benthic filter feeders both directly and indirectly Again, there is no direct flow, but through the indirect flow, it can be determined what fraction of aboveground production’s throughput came from benthic filter feeders. For the Great Sippewissett Tall network, this number is 0.128 This means that 12.8% of aboveground production’s throughput came from the benthic filter feeder compartment The diagonals of both matrices can be used to determine the amount of material that is cycled back to a compartment These matrices were used to evaluate how important certain sources of imported nitrogen are to various compartments, such as how important precipitation is to belowground production This type of analysis can be achieved by making an input a compartment. For example, instead of directing precipitation into the appropriate compartments from outside the system, I created a compartment for precipitation thus internalizing the input flows (Figure 4). It was also used to determine the amount of material cycled through belowground production as an indicator of recycling 4.5.3 Finn Cycling Index and Cycled Throughput. Biogeochemical cycle analysis employs graph theory to evaluate the cycles or positive feedback loops within a system 57 (Ulanowicz, 1986) The fraction of material that is involved in the feedback loops compared to the total flow through the system (total system throughput) is called the Finn Cycling Index (FCl) (Finn, 1980) When the FCI is multiplied by the total system throughput (TST), the amount of material cycled, Cycled Throughput (CT) can be determined (Christian, pers. com ). These two indices were used to determine the amount of recycling within each marsh zone 4.5,4 Information Indices. Information indices developed by Ulanowicz (1987, 1997) attempt to capture the emergent properties of a system I focused on ascendency, overhead, redundancy, and internal ascendency to assess how nitrogen cycling may influence system development (Section 2 2 2). Ascendency is the average mutual information (AMI) within a system multiplied by the TST The AMI is a measure of the amount of constraint on the flow of material (Ulanowicz, 1997). The more possible pathways from a compartment or the more evenly distributed the flows between compartments, the lower the constraint on the flow, and thus the lower the AMI. Ascendency is believed to be an indicator of system maturity (Ulanowicz, 1997). Capacity is TST multiplied by the Shannon Diversity of Individual Flows (Ulanowicz, 1997). The Shannon Diversity of Individual Flows is a way of capturing the indeterminate complexity or entropy of a system It is the sum of each flow’s potential contribution to system complexity weighted by the frequency each flow occurs (Ulanowicz, 1997). The difference between ascendency and capacity is referred to as overhead Overhead is the uncertainty associated with inputs, output, dissipations, and internal flows (Ulanowicz, 58 1997), It is believed to be a measure of stability (Christensen, 1995). Redundancy is the degree of internal flow associated with pathways that have similar functions and/or evenness of flow. The higher the level of redundancy within a system the less benign or more stressed an environment is believed to be (Ulanowicz, 1997). Internal ascendency is a measure of maturity when inputs and outputs are removed from the AMI calculation. These indices were used to establish a marsh’s level of maturity, stability, and level of stress Relative ascendency was used to compare the maturity of different marsh zones Overhead was used to compare the stability of the different marsh zones, and Redundancy was used to compare levels of stress 4.5.5 Mineralization. Mineralization is an important part of nitrogen cycling within a salt marsh. To determine what fraction mineralization was of total processing of nitrogen, the net mineralization rate of Pore PN and DON to Pore NH4* was divided by TST To determine if primary production’s uptake and/or requirements could be met by mineralization, mineralization was divided by “belowground production” represented by the uptake of NH4" and NOx. “Belowground production” was used because it contained the total flow of nitrogen into the plant which then distributes both above- and belowground Mineralization was also divided by CT to determine the fraction of CT associated with mineralization 4.5.6 Average Path Length (APL). APL is another way of measuring cycling (Finn, 1980). It was originally developed to evaluate foodwebs, and is believed to be a measure of stress as well as cycling. As a system becomes more stressed, the cycles tend to 59 become shorter thus reducing the APL (Kay et al, 1989), It is calculated with the following formula: (TST-lnputs)/Inputs (Kay et al., 1989). It was used to determine cycling and maturity/stability. 4.6 Statistical Analysis It is assumed that the data are best analyzed using nonparametric statistics, because the underlying data distributions are unknown The Friedman test was used to determine the significance of various parameters in relation to marsh zone and marsh (Potvin and Rolf, 1993). The Friedman test is a nonparametric statistical test that analyzes within-subject effects based on rank It assumes within each block that errors are mutually independent. Because the models were not true replicates, statistical interactions were not determined The statistical software used was Systat 7.01 (SPSS, 1997). Hierarchical Cluster Analysis was used to determine if the marshes clustered by zone or by marsh. Distance metric was Euclidean distance and the single linkage (nearest neighbor) method was used. The indices used for the cluster analysis were FCI, APL, recycling within the belowground primary production compartment, relative ascendency, input overhead, output overhead, redundancy, internal ascendency, and mineralization/primary production A Pearson correlation matrix was also used on these indices to compare maturity/stability indices and to insure that ranking of marsh zones was not biased by a few indices 5.0 RESULTS Overall, the 3 marshes showed consistent patterns among zones in some flows and TST, but not in other flows. For example, TST, tidal imports, and tidal exports decreased moving from Tall to High (Table 14). This was mainly the result of reduced tidal flushing as it was assumed that the Tall zone was inundated by 100% of high tides. Short by 50%, and High by only 10%. The largest internal flows were associated with primary production and mineralization and did not show consistent patterns across marsh zones. Table 14. Important Network Flows (g N % yr~^) Great Sippewissett Upper Phillips Creek Sapelo Island Tall Short High Tall Short High Tall Short High Tidal Import 81.1 44.6 8.77 65.8 34.7 8.11 165 87.5 16.3 Precipitation 0.56 0.56 0.56 0.45 0.45 0.45 0.3 0.3 0.3 Groundwater 13.3 13.3 13 3 0.04 0.04 0,04 0.04 0.04 0.04 Nitrogen 5.03 2.75 5.87 1 1 1 39 8 23.7 4.5 Fixation Tidal Export 87.9 45.6 8.83 63.1 30.5 5.6 162 74.5 16.1 Burial 6.13 9.51 11.4 3.6 5.16 3.53 1.44 1.35 1.2 Denitrification 9.58 7.54 8.58 0.6 0.6 0.6 41.6 35.7 3.91 Primary 30.2 27 29 21.1 27.7 15.8 51.6 38.3 53.5 Production Translocation 1.4 1.26 1.26 7 7 7 16.2 14.8 13.3 Detritus 25.3 21.8 24.2 18.4 26.8 14.5 44.4 31.5 46.7 Formation Mineralization 27.2 30.1 30 27.8 31.1 11.7 92.5 79.3 80.9 Nitrification 10 11.9 14.8 3.6 4 3.55 41.5 28.7 3.77 All other flow s 114 107 63.4 78.8 72.5 26.1 246 211 162 TST 412 323 220 290 242 98 902 627 403 Not only are there some differences between marsh zones but also between 61 marshes Sapelo Island marsh had considerably more nitrogen flowing through its system than Upper Phillips Creek marsh Great Sippewissett was intermediate Primary production, mineralization, and other microbial processes are also higher in Sapelo Island marsh than the other two marshes 5.1 How Nitrogen Flows Through Each Marsh Area 5.1.1 Input Environs Analysis. I evaluated how imported N from major import routes (Table 14) is exported from each marsh zone. Precipitation and tidal imports of each nitrogen species were considered for analysis. Possible export routes included tidal export of each nitrogen species, denitrification, burial, harvest of mussels, and volatilization The following graphs depict the fraction of import that was exported by a particular route in the different marsh zones (Figures 5-9) The output data from Input Environs Analysis were placed in stacked bar graphs. Each bar section represents the fraction of total import that was exported by each potential route. In all cases, harvest and volatilization were very small fractions of export routes and usually are not large enough to see on the bar graphs The first import examined was precipitation In the Tall zone, more than half of the precipitation was exported from the marsh by tide (Figure 5). Tidal export of precipitation steadily decreased in importance moving across the marsh from Tall to High, except for Sapelo Island Burial became a more important export route moving from the Tall to High marsh zone Denitrification also generally increased in importance moving across the marsh. 62 Figure 5. How Precipitation Import Leaves the Marsh ITFmroapcttoiaofrntl Tall Short High Tall Short High Tall Short High Great Phillips Sapelo Sippewisett Creek Island Zone of Marsh ? Tidal NH4 ? Tidal NOx S Tidal DON 0 Tidal PN ? Burial ?Denitrification El Volatilization ? Harvest 64 To understand the importance of these patterns, the Friedmans Test was applied. The increase in the importance of burial across marsh zones is a significant pattern. The trends associated with tidal export and denitrification are not significant at the 0.05 level, but there is a distinct pattern (Table 15). Given the limited number of samples (n=9), all 3 marshes must have the same rank order for significance at p=0 05 If one rank pair is reversed, the p-value raised to 0.097. Therefore, in both tidal export in all forms and denitrification, 2 of the marshes showed the same pattern and 1 had a reversal of rank The reversal was at Sapelo Island between the Short and High zone This reversal w'as an artifact of the way the Sapelo Island High marsh model was balanced (Appendix G) Table 15. Friedmans Test for Significant («=0.05) Patterns in Precipitation Export Across Marsh Zones. Numbers are p-values Tidal Export Burial Denitrification p-value 0.097 0.05 0.097 Tidal import of NH^* is a very important source of nitrogen to the marsh. Each marsh processed the NH4" differently as can be seen in the different nitrogen species exported tidally by each marsh, but there were some consistent patterns across marsh zones (Figure 6). The importance of tidal export in each marsh across zones had no significant trend (p=0.264). Burial increased in importance as an export route moving from Tall to High in Great Sippewissett and Upper Phillips Creek However, this was not a significant trend because of the pattern in Sapelo Island (p= 0.264). Denitrification varied between each marsh zone with no consistent pattern (p=0.368) Therefore, the export of NH4* shows no significant patterns across marsh zones 65 Figure 6. How Tidal Import of NH/ is Exported IFTmroapctoiaofrntl Great Phillips Sapelo Sippewisett Creek Island Zone of Marsh B Tidal NH4 ? Tidal NOx S Tidal DON ? Tidal PN ? Burial ? Denitrification B Volatilization ? Harvest 67 Tidal import of NOx is also an important source of nitrogen to the marsh The pattern of NOx processing across each marsh differed for each marsh (Figure 7). Tidal flushing showed no significant patterns among marsh zones for all marshes (p=0.264). Burial also shows no significant pattern across marsh zones and is essentially nonexistent as an export route for Tidal NOx in Sapelo Island (p=0.368) Denitrification was a dominant export route in Sapelo, but much less so in the other marshes, and there was no significantly consistent pattern across marsh zones (p=0 264), Tidal import of DON and its resultant cycling within the marsh is not very well understood There were very few data regarding DON, so the networks essentially had DON coming in and going out tidally with little transformation (Figure 8), There was no significant trend when the other marshes are included in the statistical analysis (p=0.205) Also at Upper Phillips Creek, burial increased in importance as an export route from Tall to High (Table 16), but again significance testing did not support the trend overall (p=0.205). Denitrification was only a very small export route for all marshes (Table 16) and showed no significant trends (p=0.558) Import of Tidal PN included bacteria, algae, zooplankton, detritus, and nitrogen attached to sediment particles. Because of this diversity, it was processed within the marsh in many different ways. There were, however, consistent patterns of export routes (Figure 9) Tidal export of all forms decreased significantly in importance across marsh zones from Tall to High (p=0.05). Burial and denitrification increased in importance moving across the marsh from Tall to High Both trends were significant (p=0 05) 68 Figure 7. How Tidal Import of NOx is Exported ITFmroapcttoiaofrnlt Great Phillips Sapelo Sippewisett Creek Island Zone of Marsh ? Tidal NH4 ? Tidal NOx STidal DON ? Tidal PN ? Burial ?Denitrification ? Volatilization ? Harvest 70 Figure 8, How Tidal Import of DON is Exported ITFmroapcttoaiofrnlt Great Phillips Sapelo Sippewisett Creek Island Zone of Marsh ? Tidal NH4 ? Tidal NOx HTidal DON ? Tidal PN ? Burial ?Denitrification EVolatilization ? Harvest 72 Table 16. Percent of Tidal DON Import that is Exported by Various Routes in Upper Phillips Creek. Tall Short High Tidal Export 88.3 81,8 52.2 Burial 11.1 17.5 28.5 Denitrification 04 0 54 2.54 Interestingly, the dominant export trends associated with Tidal PN were all significant, whereas they were not for the other tidal imports Groundwater was not considered for analysis because of the very small contribution it makes to Upper Phillips Creek and Sapelo Island marshes. However, it is a large import to the Great Sippewisset Marsh Like other imports, there is a decrease in the importance of tidal export moving across the marsh from Tall to High (Table 17), There is also an increase in importance in burial and denitrification from Tall to High (Table 17). Table 17. Percent of Groundwater Import Exported by Various Routes in Great Tall Short High Tidal Export 42.6 24.2 6.69 Burial 21.1 38 4 50.3 Denitrification 36.2 37.2 42.8 5.1.2 Total Contribution of Tide and Precipitation to Primary Production. The Total Contribution Matrix was used to determine the fraction of precipitation and tidal inputs that went to primary production, as most major nitrogen flows within marshes revolve 73 Figure 9. How Tidal Import of PN is Exported IFTmroapcttoaiofrntl Great Phillips Sapelo Sippewisett Creek Island Zone of Marsh BTidal NH4 ? Tidal NOx HTidal DON 0Tidal PN ? Burial ?Denitrification 0Volatilization ? Harvest 75 around primary production. Uptake by belowground biomass represented plant primary production, as it reflects production for both below- and aboveground production numbers. In all 3 marshes and in all 3 zones, precipitation had a higher fraction of its throughput go to primary production than each species of nitrogen in tidal import (Figure 10). The fraction increased significantly moving from Tall to High (p=0.05). In Upper Phillips Creek High marsh almost 90% of nitrogen from precipitation went to primary production. Tidal contributions also tended to increase from Tall to High (Figure 10). As an exception, the percent of Tidal NH4' throughput contributing to primary production tended to be least in the Short marsh and most in the High marsh at Great Sippewissett and Sapelo Island but not at Upper Phillips Creek Therefore, there was no significant trend (p=0.097). Tidal NOx behaved very differently in each marsh. For Great Sippewissett and Upper Phillips Creek it followed the Tidal NH4" trend, but in Sapelo Island there was no fraction of Tidal NOx that contributed to primary production (p=0.105). Tidal DON contributed little if any of its throughput to primary production, except in Phillips Creek This was a reflection of lack of data as stated above, as I did not ascribe biological activity to this chemical species In Phillips Creek, tidal DON increased its percent contribution to primary production moving across the marsh from Tall to High, but there were no significant trends when all marshes were considered (p=0.097). Tidal PN significantly increased its percent contribution moving across the marshes from Tall to High (p=0.05) In Great Sippewissett, much of the groundwater nitrogen was contributed to 76 Figure 10. Total Contribution of Input to Primary Production rail Short High Tall Short High (jreal Phillips Sapelo Island Sippewissett Creek Zone in Marsh ? Precipitation a Tidal NH4 ? Tidal NOx ? Tidal DON 0 Tidal PN 78 primary production. In the Tall zone, groundwater contributed 68.3% of its throughput to primary production, the Short zone contributed 70.2%, and the High zone contributed 69 4%. No analyses were done on this pattern’s significance because of the lack of groundwater flow in the other 2 marshes. 5.1.3 Total Dependency ofPrimary Production on Tide and Precipitation. A larger percentage of primary production’s throughput originated from tidal import than precipitation in all marsh zones (Figure 11). For example, precipitation only accounted for 0.1-9.5% of primary production’s throughput, but Tidal NH4* accounted for 3.1-41.5%. However, precipitation significantly increased in importance moving across the marsh from Tall to High (p=0.05). For example, in Sapelo Island, precipitation was a negligible ifaction of primary production’s throughput in the Tall zone, but in the High zone it was 2 4%. Tidal imports varied in importance across marsh zones and between marshes. For example. Tidal NH4' decreased in importance to primary production moving across the marsh from Tall to High in Great Sippewissett, increased in Sapelo Island, but was highest in the Short zone at Upper Phillips Creek (p=l 0) Tidal NOx varied greatly in its importance to primary production between marshes and marsh zones In Great Sippewissett, it was least important in the Short marsh and most important in the Tall marsh In Phillips Creek, it decreased in importance moving across the marsh from Tall to High And in Sapelo Island, primary production did not depend on Tidal NOx Therefore, there was no significant trend across marsh zones (p=0.368) Primary production depended very little on Tidal DON, except in Sapelo Island Short marsh, and 79 Figure 11. Total Dependency of Primary Production on Rain, Tide, and Recycling o 00 Short High Sapelo Sippewiisett C’reek Island Zone of Marsh ? Precipitation Cl Tidal NH4 ? Tidal NOx ? Tidal DON H Tidal PN ? Recycling 81 no cross zone patterns were found (p=0.472). Tidal PN played a relatively important role in primary production in all marshes but not in a consistent way (p=0.717). It ranged from 4.3-59,2% of primary production’s throughput. With the exception of Tidal NOx in Upper Phillips Creek, the dependencies were less than 50% Therefore, recycling through belowground plant biomass was examined as a source of nitrogen for primary production. This was evaluated by the diagonal coefficient for belowground plant biomass within the Total Dependency matrix In each marsh, recycling associated with primary production significantly increased in importance moving across the marsh for Tall to High (p=0 05), and recycling was a predominant source of flow in each case (Figure 11 ). Primary production in Great Sippewissett was also very dependent on groundwater In the Tall zone, 62.8% of primary production’s throughput came from groundwater In the Short zone, it was 68.1%, and in the High zone, it was 62.6%. Because groundwater was negligible in the other marshes, no comparison of marsh zones was done. 5.2 Nitrogen Cycling The amount of cycling can be measured in a number of other ways The Finn Cycling Index (FCI) and Average Path Length (APL) are typically used (Kay et al., 1989) Cycling can also be determined using the diagonals of the Total Dependency Matrix (TDM), as was done above to determine recycling associated with primary production Total system cycling as determined by FCI and APL increased moving across the 82 marsh from Tall to High (Table 18) Both FCI and APL significantly increased moving toward the high marsh (p=0.05 for both). Table 18. Indicators of Cycling within Systems and Compartments (based on Total Dependancy Matrix). Numbers are the fractions of throughput recycled. APL is average number of compartments unit of flow passes through. Great Sippewissett Phillips Creek Sapelo Island p-value Tall Short High Tall Short High Tall Short High «=0.05 FCI 0.297 0.365 0.471 0.361 0.5 0.532 0.408 0.415 0.801 0,05 APL 2,98 4.16 6,65 3.31 5.67 9.1 3 40 4.63 18 0.05 Mussels 0.19 0.218 0 068 0.029 0.069 0.000 0.01 0039 0.524 0.368 Grazers 0.11 0.162 0.11 0028 0.053 0.049 0.021 0.014 0.298 0.558 Shoots 0.108 0.18 0.229 0.483 0.456 0,712 0.489 0495 0.788 0.097 Roots 0.417 0.464 0.504 0.596 0667 0.807 0.600 0 615 0,889 0.05 Benthic 0 111 0 196 0.194 0 267 0.275 0.004 0.429 0.496 0.776 0.264 algae Pore 0.152 0.197 0.257 0,252 0 344 0.400 0.000 0.001 0.002 0.05 NOx Pore PN 0.447 0.509 0.529 0.543 0.65 0.71 0.622 0.65 0.906 0.05 Pore 0.421 0.504 0.533 0.549 0.65 0.71 0.623 0.65 0.906 0.05 NH4 Compartmental cycling is the fraction of a compartment’s throughput that starts in the compartment, cycles through the system, and returns to the same compartment It appeared to be significant only when related to primary production Recycling associated with above- (“shoots”) and belowground (“roots”) biomass generally increased across the marsh from Tall to High (Table 18). The trend was significant for belowground (p=0.05) but not for aboveground (p=0,097) In Upper Phillips Creek, the Short zone had less 83 recycling than the Tall zone (Table 18), Recycling of the sediment nutrients that primary production depends on also increased moving across the marsh from Tall to High This trend was significant (p=0,05 for all) The other compartments, such as mussels, grazers, and benthic algae, did not show any significant trends in their patterns of recycling. 5.3 Mineralization Mineralization was evaluated because of its importance to the nitrogen cycle and primary production In general, the actual mineralization rates varied little across marsh zones because of a lack of data for different zones (Table 19) (Appendix A-D) To determine the contribution of mineralization rate to each marsh zone in a comparable way. it was divided by three factors, TST, primary production, and cycled throughput (CT) Table 19. Mineralization Rates for Different Marsh Zones (g N x m ^ x yr *) Tall Short High Great Sippewissett 14.1 (net) 14 1 (net) 14.1 (net) Phillips Creek 104 (gross) 104 (gross) 116 (gross) Sapelo Island 70 (gross) 70 (gross) 70 (gross) 5.3.1 Mineralization/TST. Mineralization was considered as a percentage of TST In all cases, it was 20 % of TST or less (Figure 12). In both Great Sippewissett and Sapelo Island, the highest percentage was in the High marsh, whereas in Upper Phillips Creek, the highest percentage was in the Short marsh. It was lowest in the Tall zone for each marsh However, there were no significant trends (p=0.097) 5.3,2 Mineralization/Production. Mineralization was divided by primary production to 84 Figure 12. Relative Mineralization in oo 2 1.8 1.6 rail Short High lall Short High Tall Short High (jTcat Phillips Sapelo Island Sippewissetl Creek Zone of Marsh El Mineralization/TST H Mineralization/Productivity ? Mineralization/CT 86 determine if mineralization could provide primary producers with enough nitrogen to meet their need In most cases, mineralization/production was> 1 0, meaning that mineralization could meet the full demand of primary producers In Great Sippewissett and Sapelo Island marshes, mineralization/production was highest in the Short marsh (Figure 12). In both Phillips Creek and Sapelo Island mineralization/production was lowest in the High marsh, but in Great Sippewissett it was lowest in the Tall marsh. The trends across zones were not significant (p=0 264). 5.3.3 Mineralization/CT. Mineralization was divided by CT to determine the percent of CT that resulted from mineralization In all cases, mineralization was 30 percent or less of CT (Figure 12) In both Phillips Creek and Sapelo Island, the Short marsh showed the greatest amount of mineralization/CT. Great Sippewissett’s mineralization/CT was highest in the High marsh These differences were not significant between marsh zones (p=0 368). 5.4 Maturity/Stability Maturity and stability were evaluated for each marsh zone using relative ascendency, relative overhead, and relative redundancy. Relative ascendancy is a measure of maturity, relative overhead is a measure of stability, and relative redundancy is a measure of response to stress (Ulanowicz, 1997). Each of these indicators are a fraction of the developmental capacity. Capacity is the Shannon Index of the diversity of flows scaled by TST (Table 20) Capacity decreased from Tall to High, and was highest for Sapelo Island and lowest for Upper Phillips Creek These indicators were used to 87 determine how nitrogen cycling reflects the system development potential of each marsh zone Table 20. System Level Indices of Development (g N x bits x m ^ x yr'*) Great Sippewissett Upper Phillips Creek Sapelo Island Tall Short High Tall Short High Tall Short High CapaciW 1930.3 1576.4 1034.7 1247 1063.2 402.5 3841.4 2775.4 1624.3 Ascendency 1017.5 867.2 556.8 630.3 550.5 212,1 2410.1 1729.4 1016.7 Overhead 440.9 292.1 129 224.3 163 1 50.1 567.9 317,6 89,9 Redundancy 471.9 417.1 349 372.4 349.7 140.4 863.5 728.4 517.7 Internal 647.3 601.8 399,8 407.3 407,2 161.3 1448.4 1124.6 852.6 Ascendency Internal 471.9 417.1 349 372.4 349.7 140.4 863.5 728.4 517.7 Redundanc\ 5.4.1 Relative Ascendency. Relative ascendency exhibited different patterns for each marsh (Figure 13), For Great Sippewissett, it was lowest in the Tall and highest in the Short, For Phillips Creek, it was lowest in the Tall and highest in the High, And for Sapelo Island, it was lowest in the Short and highest in the Tall Therefore, there were no significant trends between marsh zones (p=0,717) The differences in relative ascendency between the marsh zones was very small. They ranged from 50,5% of capacity in Phillips Creek Tall to 62.5% in Sapelo Island Tall 5.4.2 Overhead. Overhead associated with exogenous flows (inputs, outputs, and dissipations) consistently decreased moving across the marsh from Tall to High (Figure 13), Input overhead is consistent with this trend (p=0.05). Output overhead, which decreased from Tall to High, was also significantly different between marsh zones 88 Figure 13. System Level Indices Relative to Capacity ON 00 PCeoarpceanfctity Sippewissetl Zone of Marsh ? Ascendency CQ Input Overhead ? Output Overhead ? Dissipative Overhead 0 Redundancy 90 (p=0 05). Dissipative overhead was a very small portion of capacity in each marsh zone, but it tended to increase across marsh zones. 5.4.3 Redundancy. Relative Redundancy, a part of total overhead, consistently increased moving across the marsh from Tall to High (Figure 13). This trend was significant (p=0.05). Redundancy ranged from 22.5% of capacity for Sapelo Island Tall to 34.9 % in Phillips Creek High marsh. 5.4.4 Internal Ascendency. Relative Internal Ascendency closely mirrored Relative Ascendency for each marsh (Figure 14). The patterns for each marsh were different In Great Sippewissett, internal ascendancy was highest in the Short marsh and lowest in the High marsh. In Upper Phillips Creek, it was highest in the Short marsh and lowest in Tall marsh. However, in Sapelo Island, it was lowest in the Short marsh and highest in the Tall. Therefore, no significant trends were found (p=0.717) 5.5 Total System Attributes To evaluate how the marsh zones ranked with respect to maturity/stability indices, hierarchical cluster analysis was used. The variables used were FCl, APT, recycling associated with primary production (PPR), relative ascendency (RA), input overhead (10), output overhead (00), redundancy (Red), internal ascendency (lA), and mineralization/primary production (M/P) (Table 21). The meaning of each number was presented in Section 5.4 91 Figure 14. Internal Ascendency and Redundancy (N On 1 0.9 0.8 0.7 « 0.6 Q. O *5 0.5 C O '5 0.4 (0 w U. 0.3 0.2 0.1 0 Tall Short High Short High Tall Short Gfeat Phillips Creek Sapelo Island Sippewissell Zone of Marsh ? Internai Ascendancy ID Internal Redundancy 93 Table 21. Marsh Maturity/Stability Variables Used for Cluster Analysis and Ranking*. See text for variable names referred to by abbreviation in table Great Sippewissett Phillips Creek Sapelo Island \'ariables Tall Short High Tall Short High Tall Short High FCI 29.7 36,5 47.1 36.1 50 53.2 40.8 41.5 80.1 APL 2.98 4.16 6.65 3.31 5.67 9.1 3.4 4.63 18 PPR 0.417 0.464 0.504 0.596 0.667 0.807 0.6 0.615 0.889 RA 0.527 0.55 0.538 0.505 0.518 0.527 0.627 0.623 0.626 lO 0.119 0.089 0.06 0.094 0.07 0.052 0.09 0.068 0.029 OO 0.103 0.089 0.053 0.1 0.081 0.067 0.058 0.047 0.026 Red 0.244 0.265 0.337 0.299 0.329 0.349 0.225 0.262 0.319 lA 0.578 0.591 0.534 0.522 0.538 0.535 0.627 0.607 0.622 0.902 1,12 1.03 1.18 1.12 0.736 1.79 2.07 1 51 *Units for numbers are as follows: FCI=%TST, APL=#compartments, PPR=ffaction of compartment flow, RA, 10, 00, Red, IA=fraction of capacity, M/P=fraction of primary' production A correlation matrix was created to determine if the variables used to do a cluster analysis covaried (Table 22). Those variables with high positive correlation such as FCI and APL were removed one at a time to run a cluster analysis New cluster analyses were run with a highly correlated variable removed from the analysis for each new run It was discovered that the marsh zones did not change their cluster pattern using this technique The data presented show the results of the full cluster analysis (Figure 15), Generally, Tall and Short marsh zones clustered together, eind High marshes clustered together (Figure 15) Phillips Creek Short marsh clustered with the High marshes Sapelo Island High marsh was very different from all other marshes and clustered with none of the other marshes. 94 Figure 15. Cluster Analysis of System Level Attributes Cluster Tree GSTall Case 1 PC Tall Case 4n GS Short Case 2 SI Tall Case 7 -n SI Short Case 8 —^ GS High Case 3 PC Short Case 5 PC High Case 6 SI High Case 9 I 1 ^^ ^ ^ ^ ^ ^ 01 2345678 Distances 96 Table 22. Correlation Matrix of System Attribute Variables (n=9) FCI APL PPR RA lO OO Red U Ml» FCI 1.00 0.971 0.869 0.399 -0.912 -0.769 .569 0.213 0.111 APL 1.00 0.811 0.362 -0.859 -0.712 .536 0.23 0.019 PPR 1.00 0.323 -0.825 -0.625 .542 0.1 0.135 RA 1.00 -0.355 -0.772 -0.421 0.903 0.853 lO 1 00 0.827 -0.693 -0.062 -0.135 OO 1.00 -0.229 -0.493 -0.547 Red 1.00 -0.655 -0.505 lA 1.00 0.714 1.00 To further assess the level of maturity using different variables believed to be indicators of maturity, the marshes were also assigned a rank based on the above variables used for cluster analysis. Each marsh zone was ranked from least mature to most mature within a marsh using each variable as a stand-alone indicator of maturity A marsh zone with a rank of 3 was the most mature, and 1 the least mature For example, the variable FCI increased from Tall to High in all 3 marshes. It was assumed that the higher the FCI, the more mature the zone. Therefore, the Tall zone in each marsh received a ranking of 1 and the High zone a ranking of 3. Zone maturity was only compared within a marsh The Short zone in Sapelo Island could receive a rank of 1 for a variable, while the same zone in Upper Phillips Creek received a 3 for the same variable Variables such as redundancy, input overhead, and output overhead, were negatively correlated with maturity. Therefore, a marsh zone with a high redundancy was given a rank of 1. When ranking with respect to maturity/stability indices above from lowest maturity 97 to highest, it was found that the Tall marsh zones rank the least mature 1Q A% of the time The Short marsh zones ranked at intermediate maturity 70.4% of the time, and the High marsh zones ranked most mature 59.3% of the time (Table 23). Further, the mean rank followed the same pattern. Table 23. Marsh Zone Rankings Based on Maturity/Stability Variables (See Table 21 for Variables) Mean Rank % Time Rank % Time Rank "/o Time Rank Highest Second Lowest Tall 1.48 18 5 111 70.4 Short 2.15 22.2 70.4 7.4 High 2.37 59 3 18.5 22.2 5.6 Reliability Factor Each value used in each network was assigned a reliability factor (RE) as described in Section 4.4.1. The RF for each marsh zone was averaged to determine the reliability of the data used for each network (Table 24). Great Sippewissett had the highest level of reliability, while Upper Phillips Creek had the lowest. This was a reflection of the intensity of study on each marsh over the decades. The RFs were also weighted by flow to determine if the majority of flows were associated with higher RFs (Table 25). The weighted RFs show increased reliability of important flows in most cases. Only Great Sippewissett Short decreased upon weighting. To better understand how the RFs related to flow, the RPs were plotted against the percentage of numbers of flows that had a particular RF and against the percentage of TST for each RF (Figures 16-21). Each 98 Table 24. Average RF and Standard Deviation for Marsh Zones Tall Short High Great Sippewissett 2.89±1.28 2,88±1.31 2.94±1.34 Upper Phillips Creek 2.07±1.73 2.12±1.73 1.67±1,77 Sapelo Island 2,25±1 78 2.22±1.77 2,25±1 79 Table 25. Flow' Weighted Average RF for Marsh Zones Tall Short High Great Sippewissett 3.06 2.75 3.02 Upper Phillips Creek 2 95 3 08 2 79 Sapelo Island 2.73 2 86 2.71 network contained a total of 60 flows For Great Sippewissett, there was a general increase in percentage of number of flows associated with higher RFs (Figure 16) However, for Upper Phillips Creek and Sapelo Island, Figures 17 and 18 show that the data were generally either very reliable or were obtained by balancing the compartments inputs and outputs. When RFs were compared to the percentage of TST a better picture regarding reliability emerged (Figures 19-21). In all three marshes, the greatest percentage of TST was associated with RFs of 3 and 4. Sapelo Island had the greatest amount of flow associated with a RF of 0 of the 3 marshes. Over 20% of flows in Sapelo Island’s Short and High zones were associated with a RF of 0. The rest of the marsh zones were less than 20% 99 Figure 16. Great Sippewissett % of # of Flows per RF 60 50 40 30 20 10 0 ^Tall Short High 101 Figure 1 . Upper Phillips Creek % of# of Flows per RF 60 50 40 30 20 10 — 0 1 1 1 ^ 1 ^ 1 i 0.5 1 1.5 2 2.5 3 3.5 4 RF -•-Tall Short -A-High 103 Figure 18. Sapelo Island % of# of Flows per RF o RF '?-Tall Short -a-High 105 Figure 19. Great Sippewissett % TST per RF 60 50 40 30 20 10 0 ?-Tall Short ?- High 107 Figure 20. Upper Phillips Creek % TST per RF 60 50 40 30 20 10 0 ^Tall Short High 109 Figure 21. Sapelo Island % TST per RF 50 45 40 35 30 25 20 15 10 5 0 Tall Short 6.0 DISCUSSION 6.1 Differences in nitrogen cycling in marsh areas Many scientists have found differences between marsh zones for particular nitrogen flows ( Section 2.1.2 - 2.1,4). For example, Hanson (1977a) found that nitrogen fixation occurred at a higher rate in the Tall zone than the Short zone in Georgia. Many have studied above- and belowground primary production throughout marsh zones (Blum, 1993, Dai and Weigert, 1996, Gallagher and Plumley, 1979, Schubauer and Hopkinson 1984, Valiela et al., 1975, White and Howes, 1994a). The general conclusion is that aboveground production is higher in the Tall zone than the Short zone (Dai and Weigert, 1996, Gallagher and Plumley, 1979), but belowground production may be just the opposite (Valiela et al., 1976). High marsh production depends on the dominant plant species (Morris, 1980). There is also evidence that the mineralization rate is faster in the Tall zone than the Short zone due to tidal flushing (Howarth and Hobbie, 1982) Again, mineralization rates in the high marsh depend on the dominant plant species (Good et al., 1982). Denitrification is also believed to be highest in the Tall zone and lowest in the High zone associated with differences in tidal flushing (Kaplan et al, 1979) These individual processes within the nitrogen cycle show differences between marsh zones Therefore, one can conclude the entire nitrogen cycle will be different among marsh zones. My contribution is in the evaluation of the integrated nitrogen cycle. 6.1.1 Export Routes of Various Imports. I found several patterns associated with the export of different nitrogen import pathways. However, the only statistically significant patterns were associated with precipitation and Tidal PN import Burial and 112 denitrification significantly increased in relative importance across the marsh from Tall to High when the import route was precipitation or Tidal PN This does not conflict with Kaplan et al.’s (1979) findings that denitrification rates are faster in the Tall zone They were measuring absolute rates. My findings consider % throughput within a marsh area I also found that the tidal export of Tidal PN import significantly decreases in importance moving across the marsh from Tall to High Patterns associated with precipitation are not surprising Because of the decreased frequency of flooding in the high marsh zone, there is more opportunity for marsh surface interaction However, in the Tall and Short zones, flooding is more frequent and there is greater opportunity for the precipitation to be flushed out by tide before there is contact with the marsh surface. Patterns related to Tidal PN may reflect the sedimentation/resuspension cycle As the removal of tidal PN import becomes less important moving across the marsh, there may be more opportunity for particulates to settle out and become part of the marsh surface. In the Tall and Short zones, the flooding frequency reduces the relative amount of net sedimentation, decreasing the opportunity for significant marsh surface contact In contrast, tidal imports of NH4^, NOx, and DON did not show consistent patterns across marsh zones. Each marsh processed these nitrogen species very differently. NOx in Upper Phillips Creek and DON in Great Sippewissett and Sapelo Island were essentially flushed out of the marsh in the same manner NOx was largely denitrified in Sapelo Island as a result of the high rate given by Whitney et al. (1981) However, this rate is believed to be a potential rate rather than in situ (Whitney et al.. 113 1981) NH4' was transformed into PN in Sapelo Island before it was flushed out There was not much information regarding DON, so the lack of significant patterns is not that surprising. The other 2 nitrogen species were very well studied for these marshes Therefore, the lack of a pattern among marsh zones may be related to other aspects of the marsh such as geomorphology, climate, or methodology problems. 6.1.2 Total Contribution to Primary Production. When examining what nitrogen species contribute to primary production, patterns were found across marsh zones. All imports tended to increase their relative contribution to primary production moving across the marsh from Tall to High. However, there were only 2 imports that showed a significant trend, precipitation and Tidal PN. Between 16 7% (Sapelo Island Tall) and 89.1% (Upper Phillips Creek High) of precipitation went to primary production, the equivalent of 0.05-0.44g N/(m^ x yr'). The contribution of Tidal PN to primary production ranged from 8 75% (Sapelo Island Tall) to 69.8% (Upper Phillips Creek High), the equivalent of 0.20-6.68g N/(m^ x yr'). Tidal NTl4' showed an interesting trend of contributing least to primary production in the Short zone and most in the High zone, but this trend was not significant (p=0.097). It contributed from 4.0-48.9% of its throughput to primary production These trends may be related to the amount of interaction that each nitrogen species has with the marsh surface. As discussed above, precipitation and Tidal PN have more opportunity for marsh surface contact in the High marsh zone than in the Tall or Short zones. Thus, there is a greater probability in the high marsh that nitrogen originating from 114 these sources will be taken up by the roots. The lack of a trend for Tidal DON is not surprising given the lack of knowledge of how it is processed in the marsh. The lack of a significant pattern for Tidal NOx and NH4' may result from different geomorphologies or climate. 6.1.3 Total Dependancy ofPrimary Production. The amount of primary production’s throughput that came from various sources was also examined. The only source of import that showed a significant trend across marsh zones was precipitation It increased in importance moving across the marsh from Tall to High, but was a very small percentage of primary production’s throughput (0.2-9.6%, 0 14-2 26g N/(m^ x yr’)). Primary’ production was more dependent on the tidal imports, but showed no consistent pattern across marsh zones Tidal NH4' showed very different patterns across marsh zones for each marsh In Great Sippewissett, it contributed most to primary production in the Tall zone and least in the High zone. In Upper Phillips Creek, it contributed most to primary production in the Short zone and least in the Tall zone. And in Sapelo Island, it contributed most in the High marsh and least in the Short zone. In all cases except Sapelo Island High, primary production received less than 18% of its total throughput from tidal NH4^. Given that tidal NH4* contributes less than 25% (except Sapelo Island High) of its throughput to primary production and that primary production gets less than 18% of its nitrogen from tidal NH4 , the pore NH4^ that the plants depend on must come from transformations of other nitrogen species. 115 Tidal NOx decreases in importance moving across the marsh from Tall to High in Great Sippewissett and Upper Phillips Creek However, tidal NOx plays a larger role in Upper Phillips Creek than in Great Sippewissett. No pattern was apparent in Sapelo Island because of the relatively very small amount of nitrogen received by primary producers from tidal NOx Likewise, primary production does not depend on tidal DON, and thus no patterns were apparent Tidal PN is most important as a source of nitrogen in the Short zone in Great Sippewissett and Upper Phillips Creek, but least important in that zone in Sapelo Island It ranged from 4.3% to 59.2% of primary production’s throughput. Of all the tidal imports, tidal PN contributes most to pore NH4*, and pore NH4‘ depends the most on tidal PN as a source of nitrogen from the tide Thus, the sedimentation and mineralization processes are very important for making tidal imports available to primary producers. The recycling of nitrogen within primary production, defined as the amount of nitrogen that originated in the root/rhizome compartment that returned to that compartment, showed a significant pattern across marsh zones It increased in importance moving across the marsh from Tall to High. It accounted for between 417% and 88 9% of primary production’s throughput This also points to mineralization being a very important process for making nitrogen available to primary producers. Though nitrogen fixation was not part of the statistical analysis, it is interesting to note that there were no patterns associated with primary production’s dependence on nitrogen fixation The dependency ranged from 4 7% in Upper Phillips Creek Tall zone. 116 supporting Anderson et al.’s (1997b) approximation of 5%, to 79.5% in Sapelo Island Tall zone. Teal et al. (1979) estimated that nitrogen fixation was approximately a third of Great Sippewissett’s primary production needs. I found a somewhat lower range of 13 9 % to 29.6% in Great Sippewissett marsh zones. 6.1.4 Groundwater. Groundwater was not subjected to statistical analysis because it is a negligible source of input for Sapelo Island and Upper Phillips Creek marshes. However, in Great Sippewissett, there were some interesting patterns. Groundwater import followed similar export routes as the other imports did Tidal export decreased in importance moving across the marsh from Tall to High, and burial and denitrification increased in importance. A large portion of groundwater’s throughput goes to primary production with the highest amount in the Short zone (70.2%) and the lowest in the Tall zone (68 3%). Primary production also depends heavily on groundwater for nitrogen. In each zone, more than 60% of primary production’s nitrogen came from groundwater. Dependence was highest in the Short zone and lowest in the High zone. Valiela et al (1978) recognized groundwater as a major source of nutrients for primary producers and estimated that more nitrogen entered Great Sippewissett via groundwater than was needed for total primary production Though my results do not support complete dependence on groundwater, primary production received more than 60% of its nitrogen from groundwater. It would be interesting to study other marshes Avith large amounts of groundwater import to determine if these patterns can be generalized. 6.1.5 Nitrogen Cycling Indices. FCI and APL are both used to measure the amount of 117 total cycling within a system. FCI is a measure of the total amount of material in the system that is involved in cycling. APL is a measure of the average number of compartments a unit of material passes through before exiting the system Both of these indicators significantly increased moving across the marsh from Tall to High FCI ranged from 29.7% in Great Sippewissett Tall zone to 80.1% in Sapelo Island High zone APL ranged from 2 9 in Great Sippewissett Tall zone to 18.0 in Sapelo Island High zone. My first hypothesis was that cycling would be highest in the High zone because of the reduced amount of tidal import but relatively high primary production. The results support my hypothesis that cycling will by highest in the High zone As a subset of FCI, I also looked at compartmental recycling, the amount of material that originates in a compartment, cycles through, and returns to that compartment Recycling within the sediment compartments was significant. Pore NOx, NH4', and PN all increased the amount of recycling within each compartment moving across the marsh from Tall to High. Of these, Pore NOx is probably the least important as recycling is lowest of these 3 compartments (Table 18). Recycling amounts were very similar between Pore NH4' and Pore PN reflecting their role in the primary production/mineralization cycle. The recycling within the belowground plant biomass also significantly increased across the marsh. The trend for aboveground biomass recycling was not statistically significant (p=0.097). The other compartments did not have any significant trends across the marsh associated with recycling Therefore, cycling appears to be closely linked to primary production, mineralization, and associated flows. 118 6.1.6 Mineralizarían. Mineralization is a very important part of total nitrogen cycling within the marsh It provides the much needed Pore NH4* for primary production. There is a trend for mineralization rate to be higher in the Tall zone than the Short. However, Blum (1993) did not find it to be significant. My second hypothesis was that relative mineralization (mineralization/TST) would be highest in the high marsh When mineralization was divided by TST, primary production, or CT, there were no significant trends across marsh zones. Mineralization/TST tended to be highest in the High zone and lowest in the Tall zone, but the trend was not significant (p=0.097) Therefore, 1 reject my hypothesis 6.2 Maturity and Stability Maturity and stability were measured using indicators developed by Ulanowicz (1986) based on information theory Developmental Capacity is the total size and complexity of a system’s flows Ascendency is the amount of flow within that system that is organized and has been postulated to be an indicator of maturity. The difference between Capacity and Ascendency is called overhead. When Ascendency is divided by Capacity, it is called Relative Ascendency Ulanowicz (1986) proposes relative ascendency is a good index to compare the maturity of different systems When only internal flows are examined ascendency is referred to as internal ascendency and can be scaled by the internal development capacity to get the relative internal ascendency (Ulanowicz, 1986). This index can help determine the system’s reliance on exogenous flows when compared to relative ascendency (Baird and Ulanowicz, 1993). 119 Christensen (1995) did an extensive examination of different indicators of maturity as compared to E.P, Odum’s 24 attributes of succession. He found that relative ascendency had a high correlation with other indicators of maturity. However, it was a negative correlation He also found that total overhead had a very strong positive correlation with maturity He concluded that indicators of stability were indicators of maturity (Christensen, 1995) However, I believe that Christensen’s comparison of Ulanowicz’s ascendency to Odum’s maturity attributes may not be a fair comparison (Section 2.2.3). The interpretation of maturity indicators also may be affected by the type of model used to evaluate a system Foodweb models generally focus on carbon flow as a substitute for energy flow. Cycles involve only organic matter. Biogeochemical models focus more on primary production and microbial processes (Christian et al., 1996) Therefore indices that measure cycling such as the Finn Cycling Index (FCI) will have different interpretations for the different model types (Christian et al., 1996) Baird and Ulanowicz (1993) found in foodweb models that increased FCI was not an indicator of maturity but of stress As the system becomes more stressed food chains shorten, causing material to cycle faster However, in biogeochemical models, the foodweb is only a small part of the total model. Christian et al (1996) found that stress in the form of eutrophication was associated with a lower FCI. Dead organic matter also plays a different role in biogeochemical models than foodweb models In biogeochemical models dead organic matter can be one of several nonliving compartments, whereas in foodwebs. 120 dead organic matter is the only nonliving compartment. 6.2.1 Maturity Indices. I used relative ascendency as the indicator of maturity. 1 believe that it adequately captures Odum’s (1969) attributes of a mature ecosystem. My third hypothesis was that relative ascendancy would be highest for the Short zone because under conditions of rising relative sea-level, this zone would experience a transition that would be the least extreme (Brinson et al., 1995). This zone would be the least perturbed by rising relative sea level, and therefore, be able to develop more efficient pathways for material such as nitrogen to flow. However, relative ascendency did not show any significant trends across marsh zones. Analysis does not support this hypothesis. Internal Ascendency, the organization of a system once exogenous flows are removed was also examined. Like relative ascendency, there were no significant patterns among marsh zones. Overhead was divided into input, output, and redundancy, to evaluate trends across marsh zones. Both input and output overhead showed significant (p=0.05) trends decreasing across the marsh from Tall to High. This may be interpreted as decreasing stability moving across the marsh, increased susceptibility to perturbations, and increased opportunity for state change to occur. Since there is no significant trend associated with relative ascendency, it cannot be interpreted as a system increasing development at the expense of overhead. However, redundancy, overhead associated with internal flows, significantly increased across marsh zones from Tall to High (p=0.05). 1 propose that this reflects a decreased reliance on exogenous inputs and more reliance on internal cycling in 121 the High zone. 6.2.2 Total System Attributes. Total system attributes attempt to capture the emergent properties of a system such as stability and maturity Some have used these attributes to compare systems either over time or space (Forés and Christian, 1993, Forés et al., 1994, Baird et al., 1995, Christian et al., 1996, Christian et al., 1997). Sometimes indices have to be scaled to a relative level in order to make comparisons between systems, such as relative ascendency and FCI Using scaled maturity/stability indices, hierarchical cluster analyses showed that the Tall and Short zones tended to cluster together and that the High zones tended to cluster together (Table 21 and Figure 15) This supports Brinson et al’s (1995) designation of the low marsh The cluster pattern may be because of the similarity between the Tall and Short zones, both of which are dominated by S. alteniiflora and received frequent tidal flooding, 100% and 50% versus 10% of all high tides covering the marsh surface When the marshes were ranked by the maturity/stability indices, there was a distinct pattern of the Tall zone ranking the lowest. Short zone second, and the High zone ranking highest in maturity. This did not follow either my prediction based on relative ascendency (Ulanowicz, 1986), or overhead (Christensen, 1995). It actually was just the opposite trend associated with overhead Input and output overhead decreased across the marsh from Tall to High Overhead decreases when either the magnitude of associated flows decreases or when these flows are partitioned more evenly (Ulanowicz, 1997). In this case, the magnitude of tidal imports and exports were significantly decreased moving 122 across the marsh both in absolute and relative terms. Conversely to overhead, maturity based on ranking of maturity/stability indices increased across the marsh Relative ascendency and overhead were some of the indices used for the ranking but there were 9 indices used for ranking, 4 of which (i .e., FCI, APL, primary production recycling, and mineralization/primary production) were unrelated to Ulanowicz’s Ascendency hypothesis. Redundancy significantly increased (p=0.05) across the marsh from Tall to High. As discussed earlier, I propose that this reflects a decreased reliance on exogenous inputs and more reliance on internal cycling in the High zone, as both FCI and APL also significantly increase moving across the marsh from Tall to High. This may make the High marsh more stable and resistant to perturbations and state change. Christensen (1995) may have been correct in stating that indicators of stability are indicators of maturity, but the best indicator is not total overhead but instead is redundancy 6.3 Comparisons Among Marshes The original intent was NOT to make comparisons among the different marshes used in this study because there are several problems with comparing different marshes. The most important is the use of different methodologies to measure processes such as primary production, nitrification, mineralization and denitrification. Several different methods were used to estimate these rates resulting in different estimates (Table 3) For example, primary production is a major flow within the network and can significantly influence the analysis of nitrogen flow. It was measured by several different methods including Wiegert and Evans (1964) and regression (Dai and Wiegert, 1995). These 123 methodologies result in different estimates of primary production (Dai and Wiegert, 1995). Therefore, it cannot be known for sure if the differences among marshes are real or artifacts of the methodology There were also cases where data were not available for some marshes but were for others. Therefore, these factors must be kept in mind when making comparisons among marshes. Among marsh patterns were examined for FCI, APT, and recycling associated with belowground plant biomass. There was a general but nonsignificant (p=0.097) pattern for recycling to be lowest in Great Sippewissett and highest in Sapelo Island. The rough estimates developed by Howarth and Hobbie (1982) for Great Sippewissett and Sapelo Island would suggest the opposite finding given that primary production and mineralization are major factors influencing the amount of recycling within a marsh zone. They estimated microbial heterotrophy for short S. altermflora stands for both marshes They found that microbial heterotrophy was much greater in Great Sippewissett (2590 g C X m'^ X yr"’) than in Sapelo Island (870 g C x m'^ x yr '). They suggest this results from the greater belowground primary production in Great Sippewissett than Sapelo However, I found that belowground primary production and mineralization rates were both higher for Sapelo Island than Great Sippewissett (Table 5 1 and Appendix A-F) Mineralization/primary production tended to be highest in Sapelo Island and lowest in Great Sippewissett but not significantly (p=0.097). The mineralization rate was very different among marshes with the highest rate in Sapelo Island. This may be explained by climatic effects However, Howarth and Hobbie (1982) found microbial 124 heterotrophy to be higher in Great Sippewissett than Sapelo Island. Though these were rough estimates, they concluded that the inputs of carbon to the marsh soil were greater in Great Sippewissett than Sapelo Island (Howarth and Hobbie, 1982) Relative ascendency showed a significant trend among marshes (p=0 05). It was lowest for Upper Phillips Creek and highest for Sapelo Island Coincidentally, if maturity is defined as age, this pattern matches the ages of the marshes Sapelo Island is the oldest marsh with an estimated age of 15,000 years (Hoyt, 1967) Great Sippewissett is approximately 2,000 years old (Valiela, 1983), and Upper Phillips Creek is the youngest at 200 years (Chambers et al., 1992) The trend among marshes for internal ascendency was similar to relative ascendency but was not significant (p=0.097). Both relative input and output overhead tend to be highest in Great Sippewissett and lowest in Sapelo Island. However, only the input overhead trend was significant (p=0.05). Output overhead was nearly significant (p=0.097) This may be related to the diversity of imports. Great Sippewissett relies on 3 major imports (tide, groundwater, and nitrogen fixation) while Sapelo Island relies on 2 (tide and nitrogen fixation) and Upper Phillips Creek relies mainly on 1 import (tide) The more the diversity of imports the less information contained within the flows. However, when the Shaimon Index of diversity was applied to the import flows, Sapelo Island showed the greatest diversity of flows (18.06), Great Sippewissett second (9.27), and Upper Phillips Creek least as expected (0.68). There was also a significant trend associated with redundancy among marshes 125 (p=0.05) Redundancy was highest in Upper Phillips Creek and lowest in Sapelo Island This may be related to the developmental stage of the marsh. Relative ascendency, a measure of maturity, is lowest for Upper Phillips Creek and highest for Sapelo. 6.4 How Nitrogen Cycling May be Affected by Rising Relative Sea-Level 6.4.1 State Change Model. According to Brinson et al (1995), marshes will respond to rising sea-level in a variety of ways. The proposed model is that a marsh zone will become the adjacent marsh zone moving toward the creek. Forest will become high marsh, high marsh will become low marsh, and low marsh will become subtidal As these changes take place, the dominant plant species will change, and thus the amount and distribution of plant biomass will change. The type of soil structure will also change depending on which zone is considered (Brinson et al., 1995) And most obviously, the frequency of flooding will change. All of these factors affect how nitrogen cycles through a marsh zone. 6.4.2 Nitrogen cycling patterns across marsh zones. I found statistically significant nitrogen cycling patterns across marsh zones. Burial and denitrification increased in importance as export routes moving across the marsh from Tall to High when the import was precipitation or Tidal PN. The amount of recycling increased moving across the marsh from Tall to High And maturity associated with nitrogen cycling, as measured by a ranking of maturity/stability indicators, increased moving across the marsh from Tall to High These patterns should be affected by an increase in relative sea-level rise 6.4.3 Htnv a marsh’s nitrogen cycle may respond to relative sea-level rise. As rising relative sea level transforms a high marsh zone to the adjacent low marsh zone as modeled 126 by Brinson et al (1995), the zone will probably experience a decrease in the importance of burial and denitrification as export routes, a decrease in recycling, and a decrease in maturity But this does not mean that the total marsh is experiencing these patterns If the marsh is migrating overland and maintaining its total area, there will be little change in its overall cycling characteristics. If the marsh is migrating overland and increasing its total area as is Upper Phillips Creek (Kastler, 1993), the marsh will be increasing cycling and maturity in an average squared meter if the High zone is the area increasing in size If, as is the case in Great Sippewissett (Valiela, 1983) and Sapelo Island (Pomeroy and Wiegert, 1981), the marsh is migrating overland and prograding toward the sea, the overall change in the characteristic of the nitrogen cycle will depend on the rate at which each process occurs. If prograding occurs more rapidly than overland migration, the marsh will experience an overall decrease in nitrogen cycling and maturity in an average squared meter If, however, the marsh is migrating overland faster than it is prograding, then there will be an increase in cycling and maturity. 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GREAT SIPPEWISSETT ORIGINAL DATA. o . — Compartment Original Data Season Source Abo\eground Biomass 400 g/m2/yr High Year Valielaetal, 1975 Aboveground Biomass 300 g/m2 Short Summer Valielaetal. 1976 Abo\ eground Biomass 270 g/m2 Short Summer Valielaetal, 1976 Aboveground Biomass 2.3 gN/m2 Short May White & Howes, 1994c Aboveground Biomass *2 7gN/m2 Short June White & Howes, 1994c Aboveground Biomass 3.4gN/m2 Short July White & Howes, 1994c Abo\'eground Biomass 4.5 g N/m2 Short August White & Howes, 1994c Aboveground Biomass 4,0 g N/m2 Short September White & Howes, 1994c Aboveground Biomass 3 2 gN/m2 Short October White & Howes. 1994c Abo\'eground Biomass 750 g/m2/yr Tall Year Valielaetal, 1975 Aboveground Biomass 350 g/m2/yr Tall Year Valielaetal, 1975 Aboveground Biomass 1700 g/m2 Tall Summer Valiela et al, 1976 Aboveground Dead 14720 kgN Total August Valiela& Teal, 1979b Aboveground Live 1107 kg N Total August Valiela & Teal. 1979b Aboveground Production 0 63 kg/m2/yr High Year Valielaetal, 1975 Aboveground Production 423.7 g/m2/yr Short Year Valiela et al, 1976 Aboveground Production 0.36 kg/m2/yr Short Year Valielaetal, 1975 Aboveground Production 3.8 g N/m2/yr Short Year White & Howes, 1994a Abo\ eground Production 17 mol C/m2/yr Short Year Howes el al, 1985 Aboveground Production 1210 kg N/yr Short Year Leschine, 1979 Aboveground Production 2790 kg N/yr Total Year Finn & Leschine, 1980 Aboveground Production 2790 kg N/yr Total Year Finn & Leschine, 1980 Aboveground Production 51 kgN/d Total August Valiela & Teal, 1979b Animal 5000 kg N/yr Total Year Valiela, 1983 Animals 9 kg N/yr Total Year Valiela & Teal, 1979b Animals 9 kg N/yr Total Year Valiela & Teal, 1979b Animals 1,700 kg Total Year Valiela, 1983 Arthropods 1 15 kgN/d Short June 16-Sept 30 Jordan & Valiela, 1982 Belowground Biomass 23 0 g/m2/growing season High Growing Season Valielaetal, 1976 Belowground Biomass 18 2 g/m2/growing season High Growing Season Valielaetal, 1976 Belowground Biomass 23.2 g/m2/growing season Short Growing Season Valielaetal, 1976 Belowground Biomass 58 9 g/m2/growing season Short Growing Season Valielaetal, 1976 Compartment Original Data Season Source Belowground Biomass 970 dry mass g/m2 Short Year Howes et al, 1985 Belowground Dead 250 kg N Total August Vahela & Teal, 1979b Belowground Lwe 493 kg N Total August Vahcla & Teal, 1979b Belowground Production 3,291.0 g/m2/yr Short Year Valiela et al, 1976 Belowground F*roduction 18.6-20.4 g N/m2/yr Short Year White & Howes, t994a Belowground Production 3500 gC/m2/yr Short Year Howes et al, 1985 Belowground Production 58 0-74.5 mol C/m2/yr Short Year Howes et al, 1985 Belowground Production 929-1022 g C/m2/yr Short Year White & Howes, 1994a Belowground Production 3,921.7 g/m2/yr Short Year Valiela et al, 1976 Benthic algae production 5.0 g N/m2/yr Short Year White & Howes, 1994a Benthic algae production 3.5 mol C/m2/yr Short Year Howes et al, 1985 Biodeposition 450 kg N/yr Short Year Leschine, 1979 Biodcposition 3154 kg N/yr Total Year Vahela, 1983 Biodcposition 1265 kg N/yr Total Year Finn & Leschine, 1980 Biodeposition 1265 kg N/yr Total Year Finn & Leschine, 1980 Burial 1,310 kg N/yT Short Year Jordan & Valiela, 1982 Bunal 4.4 g N/m2/yr Short Year White & Howes, 1994 Burial 7 4 mol C/m2/yr Short Year Howes et al, 1985 Bunal 3.2-4 6 g N/m2/yr Short Year White & Howes, 1994b Bunal 3.7-4.1 g N/m2/yr Short Year White & Howes, 1994a Burial 25 kg N/yr Short Year Leschine, 1979 Burial 2.7 g N/m2/yr Total Year Valiela, 1983 Burial 25 kg N/yr Total Year Vahela & Teal, 1979b Bunal 1,295 kg N/yr Total Year Vahela, 1984 Burial 1,295 kg/yr Vegeti Year Vahala & Teal, 1979a Burial 5% of annual production Year Vahcla et al, 1975 Decay 631 8 gbiomass/m2 High Year Leschine, 1979 Decay 1 kg N/m2 Higli Year Leschine, 1979 Decay 4200 kg N/yr Short Year Leschine, 1979 Decay 4 kg N/m2 Short Year Leschine, 1979 Decay 423.7 g biomass/m2 Short Year Leschine, 1979 Decay 0.4 g N/m2/yr Short Year While & Howes, 1994c Compartment Original Data Zone Season Source Decay 10 kg N/d Total August Vahela & Teal, 1979b Decay 9440 kg N/yr Total Year Finn & Leschinc, 1980 Decay 9440 kg N/yr Total Year Finn & Leschinc, 1980 Decay 1,600 kg N/yr Total Year Vahela, 1983 Decomposer 70% of aboveground prod Total Year Vahela, 1983 Dcnitnfication 66 kg N/yr Algal Mat Year Kaplan et al, 1979 Denitrification 1.158 kg N/yT Creek Bottom Year Kaplan et al, 1979 Dcnitnfication 223 kg N/yr High Year Kaplan et al, 1979 Dcnitnfication 45 kg N/yr Pannes Year Kaplan et al, 1979 Demtnfication 25.2 mg N/m2/d Short May White & Howes, 1994a Denitrification 4 1-5 6 g N/m2/y r Short Year White & Howes, 1994a Dcnitnfication 1.371 kg N/yr Short Year Kaplan et al, 1979 Denitrification 2830 kg N/yr Short Year Leschinc, 1979 Dcnitnfication 153 kg N/yr Tall Year Kaplan el al, 1979 Dcnitnfication 9 kg N/d Total Year Vahela & Teal, 1979b Dcnitnfication 6,940 kg/yr Total Year Vahala & Teal, 1979a Dcnitnfication 1,558 kg N/yr Total Year Vahela & Teal, 1979b Dcnitnfication 6940 kg N/yr Total Year Vahela, 1983 Denitrification 14.3 gN/m2/yr Total Year Vahela, 1983 Dcnitnficalion 8250 kg N/yr Total Year Finn & Leschinc, 1980 Dcnitnfication 6,940 kg N/yr Total Year Vahela, 1984 DIN 12 kg/d Total August/September Vahala & Teal, 1979a DIN 0.05 kg N/d Total August Valiela & Teal, 1979b Excretion 420 kg N/yr Short Year Leschinc, 1979 Excretion 7130 kg N/yr Total Year Vahela, 1983 Excretion 690 kg N/yr Total Year Finn & Leschine, 1980 Excretion 690 kg N/yr Total Year Finn & Leschine, 1980 Filtration 2650 kg N/yr Short Year Leschine, 1979 Filtration 2530 kg N/yr Total Year Finn & Leschine, 1980 Filtration 2530 kg N/yr Total Year Firm & Leschine, 1980 Fish 2.33 kg N/d Short June 16-Scpt 30 Jordan & Vahela, 1982 Grazers 10% of aboveground Prod Total Year Vahela. 1983 Compartment Original Data Zone Season Source Grazers/Nekton 9 11 mussels/day Short Growing Season Seed, 1980 Groundwater 2455 kg N/yr Short Year Leschine, 1979 Groundwater 2.710 kg/yr Total Year Valíala & Teal, 1979a Groundwater 460 kg/yr Total Year Valíala & Teal, 1979a Groundwater 30 kg/yr Total Year Valíala & Teal, 1979a Groundwater 2,920 kg/yr Total Year Valíala & Teal, 1979a Groundwater 9 kg/d Total Junc/July Valíala & Teal, 1979a Groundwater 6,120 kg/yr Total Year Valíala &. Teal, 1979a Groundwater 5,471 kg N/yr Total Year Vahela & Teal, 1979b Groundwater 2,495 kg N/yr Total Year Vahela & Teal, 1979b Groundwater 29 kg N/yr Total Year Vahela & Teal, 1979b Groundwater 492 kg N/yr Total Year Vahela & Teal, 1979b Groundwater 2,455 kg N/yr Total Year Vahela & Teal, 1979b Groundwater 12 6 g N/ni2/yr Total Year Vahela, 1983 Groundwater 2,921 kg N/yr Total Year Vahela et al, 1978 Groundwater 312 kj N/yr Total Year Vahela et al, 1978 Groundwater 458 kg N/yr Total Year Vahela et al, 1978 Groundwater 2,713 kg N/yr Total Year Vahela et al, 1978 Groundwater 6100 kg N/yr Total Year Vahela et al, 1978 Groundwater 7180 kg N/yr Total Year Finn & Leschine, 1980 Groundwater 15 kg N/yr Total Year Finn & Leschine, 1980 Groundwater 530 kg N/yr Total Year Finn & Leschine, 1980 Groundwater 2,921 kg N/yr Total Year Kaplan et al, 1979 Groundwater 6,120 kg N/yr Total Year Vahela, 1984 Leaching 0 4 kg N/d High June 16-Sept 30 Jordan & Vahela, 1982 Leaching 2.8kgN/d Short June 16-Sept 30 Jordan & Vahela, 1982 Leaching 0.4 g N/m2/yr Short Year White & Howes, 1994a Leaching 73.5 mg N/m2/mo Short June White & Howes, 1994a Leaching 78 7 mg N/m2/mo Short July White & Howes, 1994c Leaching 70 6 mg N/m2/mo Short August White & Howes, 1994c Leaching 59.6 mg N/m2/mo Short September White & Howes, 1994c Ixaching 128 9 mg N/m2/mo Short October White & Howes, 1994c Compartment Original Data Zone Season Source Leaching 0.4 g N/m2/yr Short Year White & Howes, 1994c Leaching 270 kg N/yr Short Year Leschine, 1979 Leaching 7 kg N/d Total August Valiela & Teal, 1979b Leaching 1200 kg N/yr Total Year Valiela, 1983 Leaching 2830 kg N/yr Total Year Finn & Leschine, 1980 Leaching 630 kg N/yr Total Year Finn & Leschine, 1980 Leaching 7 kg/d Total August Valíala & Teal. 1979a Litter 0-6.0 mol C/m2/yr Short Year Howes el al, 1985 Litter 2200 kg N/yr Total Year Finn & Leschine, 1980 Mineralization 14 9-16 3 g N/m2/yr Short Year White & Howes. 1994a Mineralization 700 kg/yr Total Year Valíala & Teal, 1979a Mineralization 700 kg N/yr Total Year Valiela, 1983 Mineralization 3280 kg N/yr Total Year Valiela, 1983 Mineralization 700 kg N/yr Total Year Finn & Leschine, 1980 Mussel 2528 kg N/yr Short Year Jordan & Valiela, 1982 Mussel 1264 kg N/yr Short Year Jordan & Valiela, 1982 Mussel 691 kg N/yr Short Year Jordan & Valiela, 1982 Mussel 261 kg N/yr Short Year i Jordan & Valiela, 1982 Mussel 7 49 kg N/d Short June 16-Sept 30 Jordan & Valiela, 1982 Mussel 2,530 kg N/yr Short Year Jordan & Valiela, 1982 Mussel 1,260 kg N/yr Short Year Jordan & Valiela, 1982 Mussel 165 kg N/yr Total Year Finn & Leschine. 1980 Mussel 165 kg N/yr Total Year Finn & Leschine, 1980 Mussel 1341 kgN Year Jordan & Valiela, 1982 Nitrification 0-10 kg N/d Total April-October Kaplan el al, 1979 Nitrification 4740 kg N/yr Total Year Valiela, 1983 Nitrification 9635 kg N/yr Total Year Finn & Leschine, 1980 Nitrogen Fixation 14,140 g N/yr Algal Mat Year Carpenter et al. 1978 Nitrogen Fixation 2.3 g N/m2/yr Algal Mat Year Valiela, 1983 Nitrogen Fixation 71.90 ng N/cm2/h Algal Mat May Van Raalte el al, 1974 Nitrogen Fixation 86.90 ng N/cm2/h Algal Mat May Van Raalte et al, 1974 Nitrogen Fixation 44 30 ng N/cm2/h Algal Mat July Van Raalte et al, 1974 Compartment Original Data 2U)nc Seas Source Nitrogen Fi.xation 33.56 ng N/cm2/h Algal Mat July Van Raaltc et al, 1974 Nitrogen Fixation 7.3 ng N/cm2/h Algal Mat July Brenner et al, 1976 Nitrogen Fixation 155.7 ng N/cm2/h Algal Mat July Brenner et al, 1976 Nitrogen Fixation 104 kg N/yr Creek Bottom Year Kaplan et al, 1979 Nitrogen Fixation 1 9 ng N/cm2/h High March Teal et al^ 1979 Nitrogen Fi.xation 13.3 ng N/cm2/h High June Teal ét al, 1979 Nitrogen Fixation 28.2 ng N/cm2/h High July Teal et al. 1979 Nitrogen Fixation 67.9 ng N/cm2/h 'High August Teal et al, 1979 Nitrogen Fixation 18.7 ng N/cm2/h High September Teal et al' 1979 Nitrogen Fixation 16 6 ng N/cm2/h High November Teal et al, 1979 Nitrogen Fixation 10.3 ng N/cm2/h High November Teal et al, 1979 Nitrogen Fixation 1 9 ng N/cm2/h High March Teal et ai, 1979 Nitrogen Fixation 18.1 ng N/cm2/h High June Teal et al, 1979 Nitrogen Fixation 28 0 ng N/cm2/h High July Teal et al, 1979 Nitrogen Fixation 70.5 ng N/cm2/h High August Teal et al, 1979 Nitrogen Fi.xation 35.8 ng N/cm2/h High September féal étal, 1979 Nitrogen Fixation 19 4 ng N/cm2/h High November Teal et al, 1979 Nitrogen Fixation 5.8 ng N/cm2/h High November Teal et al7 l979 Nitrogen Fi.xation 114 kg N/yr High Year Kaplan et al, 1979 Nitrogen Fixation 1 2 g N/m2/yr High Year Vahela, 1983 Nitrogen Fi.xation 12.1 gN/ni2/yr High Year Valiela, 1983 Nitrogen Fi.xation 8,560 g N/yr [High Year Carpenter et al, 1978 Nitrogen Fixation 1.7 g N/m2/yr Muddy Creek Bottom Year Valiela, 1983 Nitrogen Fixation 14.140 g N/yr Pannes Year Ca^nter et al, 1978 Nitrogen Fi.xation 880 g N/yr Pink Sand Year Carpenter et al, 1978 Nitrogen Fixation 0 7gN/m2/yr Sandy Creek Bottom Year Valiela. 1983 ^ Nitrogen Fixation 1270 kg N/yr Short Year Leschine 1979 Nitrogen Fixation 0.8 g N/m2/yr Short Year Valiela, 1983 Nitrogen Fixation 8.4 n N/m2/y r Short Year Valiela, 1983 Nitrogen Fixation 1,096 kg N/>t Short Year Kaplan et al, 1979 Nitrogen Fi.xation 2.3 ng N/cm2/h Short March Teal et al, 1979 Nitrogen Fixation 27.7 ng N/cm2/h Short June Teal et al. 1979 Compartment Original Data Zone Season Source Nitrogen Fixation 38.5 ng N/cm2/h Short July Teal et al, 1979 Nitrogen Fixation 47.5 ng N/cm2/h Short August Teal et al, 1979 Nitrogen Fixation 71.6 ng N/cm2/h Short September Teal etal, 1979 Nitrogen Fixation 17.3 ng N/cm2/h Short November Teal et al, 1979 Nitrogen Fixation 3.6 ng N/cm2/h Short November Teal el al, 1979 Nitrogen Fixation 2.8 ng N/cni2/h Short March Teal et al. 1979 Nitrogen Fixation 5.7 ng N/cni2/h Short June Teal et al, 1979 Nitrogen Fixation 2.8 ng N/cni2/h Short July Teal et al, 1979 Nitrogen Fixation 42 4 ng N/cm2/h Short August Teal et al, 1979 Nitrogen Fixation 44.9 ng N/cin2/h Short September Teal et al, 1979 Nitrogen Fixation 8 5 ng N/cm2/h Short November Teal et al, 1979 Nitrogen Fixation 5.6 ng N/cm2/h Short November Teal etal, 1979 Nitrogen Fixation 78,850 g N/yr Short Year Carpenter et al, 1978 Nitrogen Fixation 31,130 g N/yr Tall Year Carpenter et al, 1978 Nitrogen Fixation 63 kg N/yr Tall Year Kaplan etal, 1979 Nitrogen Fixation 0.6 ng N/cni2/h Tall March Teal et al, 1979 Nitrogen Fixation 2.2 ng N/cm2/h Tall June Teal et al, 1979 Nitrogen Fixation 2.9 ng N/cm2/h Tall July Teal et al, 1979 Nitrogen Fixation 7.5 ng N/cm2/h Tall August Teal et al, 1979 Nitrogen Fixation 2 0 ng N/cni2/h Tall September Teal etal, 1979 Nitrogen Fixation 0.7 ng N/cni2/h Tall November Teal et al, 1979 Nitrogen Fixation 0.2 ng N/cm2/h Tall November Teal et al. 1979 Nitrogen Fixation 12 ng N/cm2/h Tall March Teal et al, 1979 Nitrogen Fixation 1.9 ng N/cni2/h Tall June Teal et al, 1979 Nitrogen Fixation 2.8 ng N/cm2/h Tall July Teal et al, 1979 Nitrogen Fixation 0 4 ng N/cin2/h Tall August Teal et al, 1979 Nitrogen Fixation 2.0 ng N/cni2/h Tall September Teal et al, 1979 Nitrogen Fixation 0.4 ng N/cm2/h Tall November Teal et al, 1979 Nitrogen Fixation 0.2 ng N/cm2/h Tall November Teal et al. 1979 Nitrogen Fixation 174 kg N/yr Total Year Vahela & Teal, 1979b Nitrogen Fixation 2,595 kg/yr Total Year Valíala & Teal, 1979a Nitrogen Fixation 3.280 kg/yr Total Year Valíala & Teal, 1979a Compartment Original Data Zone Season Source Nitrogen Fixation 297 kg/yr Total Year Valíala & Teal. 1979a Nitrogen Fixation 384 kg/yr Total Year Valíala & Teal. 1979a Nitrogen Fixation 145kgN/yr Total Year Valiela & Teal, 1979b Nitrogen Fixation 1.273 kg N/yr Total Year Valiela & Teal, 1979b Nitrogen Fixation 8 kg N/d Total August Valieia & Teal, 1979b Nitrogen Fixation 3280 kg N/yr Total Year Valiela, 1983 Nitrogen Fixation 145 kg N/yr Total Year Valida et al, 1978 Nitrogen Fixation 1,277 kg N/yr Total Year Valiela et al, 1978 Nitrogen Fixation 2600 kg N/yr Total Year Finn & Leschine, 1980 Nitrogen Fixation 3,280 kg N/yr Total Year Valiela, 1984 Nitrogen Fixation 1.592 kg N/yr Total Year Valiela & Teal, 1979b Nitrogen Fixation 2600 kg N/yr Total Year Finn & Leschine Nitrogen Fixation 10-20 mg N/m2/d Vegetative Summer Carpenter ct al, 1978 Nitrogen Fixation 186 ng N7cm2/h Vegetative June Van Raalte et al, 1974 Nitrogen Fixation 121 ng N/cm2/h Vegetative June Van Raalte et al. 1974 Nitrogen Fixation 106.8 ng N/cm2/h Vegetative June Van Raalte et al, 1974 Nitrogen Fixation 224.2 ng N/cm2/h Vegetative June Van^I^l^ et al, 1974 Nitrogen Fi.xation 161 0 ng N/cm2/h Vegetative May Van Raalte et aï^ 1974 Nitrogen Fixation 74 7 ng N/cm2/h Vegetative May Van Raalte et al, 1974 Nitrogen Fixation 46.0 ng N/cm2/h Vegetative May Van Raalte et al. 1974 Nitrogen Fixation 109.0 ng N/cm2/h Vegetative May Van Raalte et al, 1974 Nitrogen Fixation 230 0 ng N/cm2/h Vegetative May ]^n Raalte et aL 1974 Nitrogen Fixation 92.0 ng N/cm2/h Vegetative May Van Raalte et al, 1974 Nitrogen Fixation 3.8 ng N/cm2/h Vegetative August Van I^alte et al, 1974 Nitrogen Fixation 21.5 ng N/cm2/h Vegetative August Van Raalte et al^ 1974 Nitrogen Fixation 19.6 ng N/cm2/h Vegetative August Van Raalte et al, 1974 Nitrogen Fixation 3 .6 ng N/cm2/h Vegetative August Van Raalte et al, 1974 Nitrogen Fixation 293.5 ng N/cm2/h Vegetative June Van Raalte et al, 1974 Nitrogen Fixation 142.3 ng N/cm2/h Vegetative June Van Raalte et al. 1974 Nitrogen Fixation 78 8 ng N/cm2/h Vegetative June Van Raalte et al. 1974 Nitrogen Fixation 130 6 ng N/cm2/h Vegetative June Van Raalte et al, 1974 Nitrogen Fixation 463 2 ng N/cm2/h Vegetative June Van Raalte et al, 1974 Compartment Original Data Season Source Nitrogen Fixation 14 8 ng N/cm2/h Veget June Van Raalte ct al, 1974 Other 9 kg N/yr Total Year Valiela, 1984 Other 26 kg N/yr Total Year Valiela, 1984 Particulate N 9 kg/yr Total Year Valíala & Teal, 1979a Plant Uptake 155 kg N/yr High Year Leschinc, 1979 Plant Uptake 6990 ieg N/yr Short Year Leschinc, 1979 Plant Uptake 1055 kg N/yr Short Year Leschine, 1979 Plant Uptake 39 kg/d Total Junc/July Valíala & Teal, 1979a Plant Uptake 4(K)0 kg N/yr Total Year Valiela. 1983 Plant Uptake 4100 kg N/yr Total Year Teal et al, 1979 Plant Uptake 4,100 kg N/yr Total Year Valiela ctal, 1978 Plant Uptake 16790 kg N/yr Total Year Finn & Leschine, 1980 Plant Uptake 11200 kg N/yr Total Year Finn & Leschine, 1980 Plant Uptake 5600 kg N/yr Total Year Finn & Leschine, 1980 Plant Uptake 4,000 kg N/yr Total Year Valiela, 1983 Plants 5,200 kg Total Year Valiela, 1983 Pore DON 19200 kg N/yr Total Year Finn & Leschine, 1980 Pore DON 18500 kg N/yr Total Year Finn & Leschine, 1980 Precipitation 90 kg N/yr Short Year Leschine, 1979 Precipitation 190 kg/yr Total Year Valíala & Teal, 1979a Precipitation 70 kg/yr Total Year Valíala & Teal, 1979a Precipitation 0.4 kg/yr Total Year Valíala & Teal, 1979a Precipitation 110 kg/yr Total Year Valíala & Teal, 1979a Precipitation 15 kg/> r Total Year Valíala & Teal, 1979a Precipitation 380 kg/yr Total Year Valíala & Teal, 1979a Precipitation 52 kg N/yr Total Year Valiela & Teal, 1979b Precipitation 0.2 kg N/yr Total Year Valiela & Teal, 1979b Precipitation 31 kg N/yr Total Year Valiela & Teal, 1979b Precipitation 89 kg N/yr Total Year Valiela & Teal, 1979b Precipitation 7 kg N/yr Total Year Valiela & Teal, 1979b Precipitation 0.5 kg N/d Total August Valiela & Teal, 1979b Precipitation 52 kg N/yr Total Year Valiela et al, 1978 O' Compartment Original Data Season Source Precipitation 0 2 kg N/yr Total Year Valielactal, 1978 Precipitation 31 kg N/yr Total Year Valida et al, 1978 Precipitation 89.2 kg N/yr Total Year Valielactal, 1978 Precipitation 6.5 kg N/yr Total Year Valida et al, 1978 Precipitation 178.9 kg N/yr Total Year Valida et al, 1978 Precipitation 380 kg N/yr Total Year Valida, 1984 Precipitation 179 kg N/yr Total Year Valida & Teal, 1979b Rcsuspcnsion 23,000 kg N/yr Short Year Jordan & Valida, 1982 Resuspension 1250 kg N/yr Short Year Leschme, 1979 Rcsuspcnsion 1270 kg N/yr Short Year Leschine, 1979 Resuspension 60 mol/yr Tall Year Hoews & Goehringer, 1994 Resuspension 760 mol/yr Tall Year Howes &Doehringer, 1994 Resuspension 11945 kg N/yr Total Year Finn & lÆSchine, 1980 Resuspension 20380 kg N/yr Total Year Finn & Leschine, 1980 Sediment 19,100 kg N/yr Short Year Jordan & Valida, 1982 Sediment 40 % of uptake Total Year Valida, 1983 Sediment 46 kg N/d Total August Valida & Teal, 1979b Sediment 15 kg N/d Total August Valida & Teal, 1979b Sediment 10 kg N/d Total August Valida & Teal, 1979b Sediment 116,800 kg Total Valíala & Teal, 1979a Sediment 110,000 kg Total Year Valida, 1983 Sediment 49,000 kg N Total August Valida & Teal, 1979b Sedimentation 490 kg N/yr Short Year Leschine, 1979 Sedimentation 505 kg N/yr Short Year leschine, 1979 Sedimentation 19100 kg N/yr Total Year Finn & Leschine, 1980 Sedimentation 19100 kg N/yr Total Year Finn & Leschine, 1980 Shellfish 454/m2 Tall Year Leschine, 1979 Shellfish 0.7 kg N/d Total August Valida & Teal, 1979b Shellfish 5 kg N/d Total August Valida & Teal, 1979b Shellfish 10 kg N/d Total August Valida & Teal, 1979b Shellfish 214 kg N Total August Valida & Teal, 1979b Snails 0 23 kg N/d Short June 16-Sept 30 Jordan & Valida, 1982 o Compartment Original Data Zone Season Source Tidal Water 3 kg Total Year Vahela. 1983 Tidal Water Exchange 16340 kg N/yr Short Year Leschine, 1979 Tidal Water Exchange 18480 kg N/yr Short Year Leschine, 1979 Tidal Water Exchange 6,760 kg N/yr Short Year Jordan & Valiela, 1982 Tidal Water Exchange 8,170 kg N/yr Short Year Jordan & Valiela, 1982 Tidal Water Exchange 2.0-3.2 gN/m2/yr Short Year White & Howes, 1994c Tidal Water Exchange 1.6 g N/m2/yr Short Year White & Howes, 1994c Tidal Water Exchange 1 1-1.2 gN/m2/yr Short Year White & Howes, 1994c Tidal Water Exchange 8kg/d Total June/July Valíala & Teal, 1979a Tidal Water Exchange 16,300 kg/yr Total Year Valiala & Teal, 1979a Tidal Water Exchange 2,620 kg/yr Total Year Valíala & Teal, 1979a Tidal Water Exchange 150 kg/yr Total Year Valíala & Teal. 1979a Tidal Water Exchange 390 kg/yr Total Year Valiala & Teal, 1979a Tidal Water Exchange 6,740 kg/yr Total Year Valiala & Teal, 1979a Tidal Water Exchange 26,200 k^yr Total Year Valíala & Teal, 1979a Tidal Water Exchange 26,252 kg N/yr Total Year Vahela & Teal, 1979b Tidal Water Exchange 386 kg N/yr Total Year Vahela & Teal, 1979b Tidal Water Exchange 154 kg N/yr Total Year Vahela & Teal. 1979b Tidal Water Exchange 2,623 kg N/yr Total Year Vahela & Teal. 1979b Tidal Water Exchange 16,346 kg N/yr Total Year Vahela & Teal, 1979b Tidal Water Exchange 6,743 kg N/yr Total Year Vahela & Teal, 1979b Tidal Water Exchange 2,623 kg N/yr Total Year Vahela el al, 1978 Tidal Water Exchange 386 kg N/yr Total Year Vahela et al, 1978 Tidal Water Exchange 154 kg N/yr Total Year Vahela el al, 1978 Tidal Water Exchange 16.346 kg N/yr Total Year Vahela et al, 1978 Tidal Water Exchange 26200 kg N/y'r Total jVear Finn & Leschine, 1980 Tidal Water Exchange 2620 kg N/yr Total Year Finn & Leschine, 1980 Tidal Water Exchange 6740 kg N/yr Total ¡Year Finn & Leschine, 1980 Tidal Water Exchange 4285 kg N/yr Total Year Finn & Leschine, 1980 Tidal Water Exchange 26,200 kg N/yr Total Year Vahela. 1984 Tidal Water Exchange 6,743 kg N/yT Total Year Vahela el al, 1978 Tidal Water Exchange 31,604 kg N/yr Total Year Vahela & Teal, 1979b Compartment Original Data Zone Season Source Tidal Water Exchange 1,215 kg N/yr Total Year Valiela & Teal, 1979b Tidal Water Exchange 166 kg N/yr Total Year Valiela & Teal, 1979b Tidal Water Exchange 3,539 kg N/yr Total Year Valiela & Teal, 1979b Tidal Water Exchange 18,479 kg N/yr Total Year Valiela & Teal, 1979b Tidal Water Exchange 8,205 kg N/jt Total Year Valiela & Teal, 1979b Tidal Water Exchange 4 kg N/d Total August Valiela & Teal, 1979b Tidal Water Exchange 4 kg N/d Total August Valiela & Teal, 1979b Tidal Water Exchange 3,539 kg N/yr Total Year Valiela et al, 1978 Tidal Water Exchange 1,215 kg N/yr Total Year Valiela et al, 1978 Tidal Water Exchange 166 kg N/yr Total Year Valiela et al, 1978 Tidal Water Exchange 18,479 kg N/yr Total Year Valiela et al, 1978 Tidal Water Exchange 8,205 kg N/yr Total Year Valiela et al, 1978 Tidal Water Exchange 3540 kg N/yr Total Year Finn & Leschine, 1980 Tidal Water Exchange 8200 kg N/yr Total Year Finn & Leschine, 1980 Tidal Water Exchange 8320 kg N/yr Total Year Finn & Leschine, 1980 Tidal Water Exchange 20% of aboveground production Total Year Valiela et al, 1975 Tidal Water Exchange 31,600 kg N/yr Total Year Valiela, 1984 Tidal Water Exchange 31600 kg N/yr Total Year Finn & Leschine, 1980 Translocation 14 gN/m2/yr Short Year White & Howes, 1994c Volatilisation of NH3 10 kg N/yr Short Year Leschine, 1979 Volatilisation of NH3 17 kg/yr Total Year Valíala & Teal, 1979a Volatilisation of NH3 8 kg N/yr Total Year Valiela & Teal, 1979b 152 APPENDIX B. GREAT SIPPEWISSETT CONVERTED DATA. RF=Reliability Factor Compartment Zone Source g N/m2/yr RF Comments Aboveground Biomass High Valielaetal, 1975 6 5 c 1.5% N content of dry mass (Vince et al, 1981) Aboveground Biomass Short Valielaetal, 1976 4.5 5 c 15% N content of dry mass (Vince et al, 1981) Aboveground Biomass Short Valielaetal, 1976 405 5 c 15% N content of dry mass (Vince et al, 1981) Aboveground Biomass Short White & Howes, 1994c 2.5/may 4 Aboveground Biomass Short White & Howes, 1994c 2.7/jun 4 Aboveground Biomass Short White & Howes, 1994c .5,4/jul 4 Aboveground Biomass Short White & Howes, 1994c 4.5/aug 4 Aboveground Biomass Short White & Howes, 1994c 4 0/sep 4 Aboveground Biomass Short White & Howes, 1994c b.2/oct 4 Aboveground Biomass Tall Valielaetal. 1975 11.25 5 c 1.5% N content of dry mass (Vince et al, 1981) Aboveground Biomass Tall Valielaetal, 1975 5 25 5 c 1.5% N content of dry mass (Vince et al, 1981) Aboveground Biomass Tall Valielaetal, 1976 25.5 5 c 1.5% N content of dry mass (Vince ct al, 1981) Aboveground Dead Total Valiela& Teal, 1979b 5045 4 Aboveground Live Total Valiela & Teal, 1979b 2.29 4 Aboveground Production High Valielaetal. 1975 9.45 4 c 1.5% N content of dry mass (Vince ct al. 1981) Aboveground Production Short Valielaetal, 1976 6.56 5 c 1.5 % N content of dry mass (Vince et al, 1981) Aboveground Production Short Valtela ct al, 1975 765 4 c 15% N content of dry mass (Vince et al. 1981) Aboveground Production Short White & Howes, 1994a 5 8 4 Aboveground Production Short Howes et al, 1985 4.76 1 C:N=50 (White & Howes, 1994c) Aboveground Production Short Leschine, 1979 12.55 2 Abov eground Production Total Finn & Leschine, 1980 5.77 4^ Abov eground Production Total Finn & Leschine, 1980 5.77 4 Abov eground Production Total Valiela & Teal, 1979b 5.27/aug 4 Animal Total Valiela, 198.5 10 55 2 Animals Total Valiela & Teal. 1979b 0.02 4 Animals Total Valiela & Teal, 1979b 0.02 2 Animals Total Valiela, 1985 5 51 2 Arthropods Short Jordan & Valiela, 1982 .58/summer 2 Belowground Biomass High Valielaetal, 1976 0 1 4 %N=.44. Hopkinson & Schubauer, 1984 Belowground Biomass High Valiela et al, 1976 008 4 %N=.44, Hopkinson & Schubauer, 1984 Belowground Biomass Short Valiela et al, 1976 0 1 4 %N= 44, Hopkinson & Schubauer, 1984 Belowground Biomass Short Valielaetal. 1976 0.26 4l %N=.44, Hopkinson & Schubauer. 1984 Compartment Zone Source g N/m2/yr RF Comments Belowground Biomass Short Howes ctal, 1985 4 27 3 %N=.44, Hopkinson & Schubaucr, 1984 Belowground Dead Total Valiela & Teal, 1979b 0.52 4 Belowground Live Total Valiela & Teal, 1979b 1.02 4 Belowground Production Short Valida et al, 1976 14 48 3 %N=.44, Hopkinson & Schubauer, 1984 Belowground Production Short White & Howes, 1994a 186-20 4 4 Belowground Production Short Howes ctal, 1985 70 1 C/N=50. While & Howes, 1994c Belowground Production Short Howes ctal, 1985 13.93-17 89 1 C/N=50. White & Howes, 1994c Belowground Production Short While & Howes, 1994a 18 58-20.44 3 C/N=50, White & Howes, 1994c Belowground Production Short Valida ct al, 1976 58.83 3 c 1.5% N content of dry mass (Vince ct al, 1981) Benthic algae production Short White & Howes, 1994a 5 2 Benthic algae production Short Howes ct al, 1985 7.64 1 C/N=5.5, Valida, 1983 Biodeposition Short Lcschine. 1979 4.59 2 Biodcposition Total Valida, 1983 6.52 2 Biodeposition Total Finn & Lcschine, 1980 2.61 4 Biodcposition Total Finn & Leschinc, 1980 2 61 4 Burial Short Jordan & Valida. 1982 6 13 2 Bunal Short White & Howes, 1994 4 4 4 Burial Short Howes ctal, 1985 4.6 3 C/N=19.3, Valida, 1983 Burial Short White & Howes, 1994b 3.2-4 6 2 Bunal Short White & Howes, 1994a 3.7-4 1 4 Burial Short Leschinc, 1979 ! 0.26 2 ' Burial Total Valida, 1983 2.7 2 Burial Total Valida* Teal, 1979b j 0.05 2 Burial Total Valida. 1984 268 4 Burial Vegetative Valiala & Teal, 1979a 4.28 3 Burial 1 Valida el al, 1975 0 31 1 annual production from mean=6 22 Decay ; High Lcschine, 1979 9 48 2 %N=1.5 Decay High Lcschine, 1979 1000 2 Decay Short Lcschine. 1979 42.86 2 Dcca\ Short Lcschine, 1979 4000 2 Decay Short Lcschine, 1979 6.36 2 %N=1.5 Decay Short White & Howes. 1994c 04 2 Compartment Zone Source g N/m2/j r RF Comments Decay Total Valida & Teal. 1979b .64/August 41 Decay Total Finn & Leschinc. 1980 19.51 4 Decay Total Finn & Leschinc, 1980 19 51 4! Dcca> Total Valida, 1983 3.31 21 Decomposer Total Valida, 1983 4.35 11 !i aboveground from mcan=6 22 Denitrification Algal Mat Kaplan et al, 1979 10.65 4 Denitnficalion Creek Bottom Kaplan et al, 1979 24.58 4 Denitrification High Kaplan et al, 1979 7.8 4 Denitnfication Pannes Kaplan étal, 1979 20.55 4 Denitrification Short White & Howes, 1994a 756/may 4 Denitrification Short White* Howes, 1994a 4.1-5.6 4 Denitrification Short Kaplan et al, 1979 6.85 4 Denitrification Short Leschinc, 1979 28.88 21 Denitrification Tall Kaplan et al, 1979 20.32 41 Denitrification Total Valida & Teal, 1979b 0.58 4 Denitrification Total Valíala & Teal, 1979a 14.34 4 Denitrification Total Valida & Teal, 1979b 3.22 4 Dcnitrificaiion Total Valida, 198.3 14.34 2 Denitrification Total Valida, 1983 14 3 2 Denitrification Total Finn & Leschinc, 1980 17.05 4 Dcnilnfication Total Valida, 1984 14 .34 4 DIN Total Valíala & Teal, 1979a 1 51 4 DIN Total Valida & Teal, 1979b 0 4 Excretion Short Leschine, 1979 4 29 2 Excretion Total Valida, 1983 14.74 2^ Excretion Total Finn & Leschine, 1980 1.43 4 Excretion Total Finn & Leschinc, 1980 1 43 4 Filtration Short Leschine, 1979 27.04 2 Filtration Total Finn & Leschine. 1980 5.23 4 Filtration Total Finn & Leschinc, 1980 5,23 4 Fish Short Jordan & Valida, 1982 1 17/summer 2 Grazers Total Valida. 1983 0.62 1li¡aboveground from mcan=6 22 Compartment Zone Source g N/m2/j r RF Comments Grazcrs/Nckton Short Seed, 1980 2 Groundwater Short Lcschine. 1979 25 05 2 Groundwater Total Valíala & Teal, 1979a 5.6 4 Groundwater Total Valíala & Teal, 1979a 0.95 , Groundwater Total Valíala & Teal. 1979a 0.06 4 Groundwater Total Valiala & Teal, 1979a 6.04 4 Groundwater Total Valiala & Teal, 1979a 0.02 4 Groundwater Total Valíala & Teal, 1979a 12.65 4 Groundwater Total Vahcla&Teal, 1979b 1131 4 Groundwater Total Vahela & Teal, 1979b 5 16 4 Groundwater Total Valiela & Teal, 1979b 0.06 4 Groundwater Total Vahela & Teal. 1979b 1 02 4 Groundwater Total Valiela & Teal, 1979b 5.07 4 Groundwater Total Valiela, 1983 12.6 2 Groundwater Total Vahela ct al, 1978 6.04 4 Groundwater Total Vahela ct al, 1978 0.06 4 Groundwater Total Vahela ct al, 1978 0 95 4 Groundwater Total Vahela ct al. 1978 5 61 4 Groundwater Total Vahela el al. 1978 12.61 4 Groundwater Total Finn & Leschinc, 1980 14 84 4 Groundwater Total Finn & Lcschine, 1980 0 03 4 Groundwater Total Finn & Lcschine, 1980 11 4 Groundwater Total Kaplan ct al, 1979 6.04 4 Grounwatcr Total Vahela, 1984 12.65 4 Leaching High Jordan & Valiela, 1982 1.5/summcr 4 Leaching Short Jordan & Vahela, 1982 1.4/summcr 4 Leaching Short While & Howes, 1994a 0.4 4 Leaching Short While & Howes. 1994a 0735/jun 4 [.caching Short White & Howes. 1994c 0787/jul 4 Leaching Short White & Howes, 1994c 0706/aug 4 Leaching Short White & Howes. 1994c ()596/scp 4 Leaching Short White & Howes, 1994c 1289/ocl 4 Cumpartmcnt Zone Source g N/m2/yr RF Comments Leaching Short White & Howes, 1994c 0 4 4 Leaching Short Leschinc. 1979 2 76 2 Leaching Total Valida & Teal, 1979b .45/aug 4 Leaching Total Valida, 1983 2 48 2 Leaching Total Finn & Leschinc, 1980 5 85 4 Leaching Total Finn & Leschinc. 1980 1.3 4 Leaching Total Valíala & Teal. 1979a 45/aug 4 Litter Short Howes ctal, 1985 0-3.6 1 C/N=20-60, Valida, 1983 Litter Total Finn & Leschinc, 1980 4 55 4 Mineralization Short White & Howes, 1994a 14.9-16.3 4 Mineralization Total Valíala & Teal, 1979a 1 45 4 Mineralization Total Valida. 1983 1 45 2 ? Mineralization Total Valida, 1983 6 78 2 Mineralization Total Finn & Leschinc, 1980 1 45 4 Mussel Short Jordan & Valida, 1982 11 84 4 Mussel Short Jordan & Valida, 1982 5.92 4 Mussel Short Jordan & Valida, 1982 3.24 4 Mussel Short Jordan & Valida, 1982 1.22 4' Mussel Short Jordan & Valida, 1982 3 75/sumnicr 4 Mussel Short Jordan & Valida, 1982 11 84 4 Mussel Short Jordan & Valida, 1982 5.9 4 . Mussel Total Finn & Leschinc, 1980 0.34 4 Mussel Total Finn & Leschinc, 1980 0.34 4 Mussel Jordan & Valida, 1982 6.28 4 Nitrification Total Kaplan et al, 1979 0-4 42/apr-ocl 2 Nitrification Total Valida, 1983 9.8 2 Nitrification Total Finn & Leschinc, 1980 19.92 4 Nitrogen Fixation Algal Mat Carpenter et al, 1978 2.28 4 Nitrogen Fixation Algal Mat Valida. 1983 2.3 2 Nitrogen Fixation Algal Mat Van Raaltc et al, 1974 005/inay 4 Nitrogen Fixation Algal Mat Van Raaltc et al, 1974 006/may 4 Nitrogen Fixation Algal Mat Van Raaltc et al, 1974 .003/iul 4 00 Compartment Zone Source g N/m2/yr RFj Comments Nitrogen Fixation Algal Mat Van Raalte et al, 1974 ()02/jul 4 Nitrogen Fixation Algal Mat Brenner et al. 1976 ()005/jul 4 Nitrogen Fixation Algal Mat Brenner et al, 1976 012/jul 4 Nitrogen Fixation Creek Bottom Kaplan et al, 1979 2.21 4 Nitrogen Fixation High Teal et al, 1979 OOOl/mar 4 Nitrogen Fixation High Teal étal, 1979 .OOl/jun 4 Nitrogen Fixation High Teal et al, 1979 .002/jul 4 Nitrogen Fixation High Teal et al. 1979 .005/aug 4 Nitrogen Fixation High Teal et al, 1979 .001/sep 4 Nitrogen Fixation Higli Teal et al, 1979 OOl/nov 4 Nitrogen Fixation High Teal et al, 1979 .0008/nov 4 Nitrogen Fixation High Teal et al, 1979 OOOl/mar 4 Nitrogen Fixation High Teal et al, 1979 001/jun 4 Nitrogen Fixation High Teal et al, 1979 .002/jul 4 Nitrogen Fixation High Teal et al. 1979 ()05/aug 4 Nitrogen Fixation High Teal et al, 1979 ()026/scp 4 Nitrogen Fixation High Teal et al, 1979 OOl/nov 4 Nitrogen Fixation High Teal et al. 1979 ()004/nov 4 Nitrogen Fixation High Kaplan et al, 1979 3,99 4 Nitrogen Fixation High Vahela, 1983 1.2 2 Nitrogen Fixation High Valiela, 1983 12.1 2 Nitrogen Fixation High Carpenter et al. 1978 0.3 4 Nitrogen Fixation Creek Bottom Vahela, 1983 1.7 2 Nitrogen Fixation Pannes Carpenter et al. 1978 6 43 4 Nitrogen Fixation Pink Sand Carpenter et al, 1978 0 76 4 Nitrogen Fixation Creek Bottom Vahela, 1983 0.7 2 Nitrogen Fixation Short Leschine 1979 12.96 2 Nitrogen Fixation Short Vahela, 1983 0.8 2 Nitrogen Fixation Short Vahela, 1983 84 2 Nitrogen Fixation Short Kaplan cl al. 1979 5.48 4 Nitrogen Fixation Short Teal et al, 1979 .0002/mar 4 Nitrogen Fixation Short Teal et al, 1979 .0021/jun 4 Cumpartmcnt Zone Source g N/m2/yr RF Comments Nitrogen Fixation Short Teal cl al. 1979 .()029/|ul 4 Nitrogen Fixation Short Teal etal, 1979 .()0,^5/aug 4 Nitrogen Fixation Short Teal cl al. 1979 .00-52/sep 4 Nitrogen Fixation Short Teal cl al. 1979 .001,1/nov 4 Nitrogen Fixation Short Teal cl al. 1979 .(X)0.3/nov 4 Nitrogen Fixation Short Teal etal, 1979 0002/inar 4 Nitrogen Fixation Short Teal ct al, 1979 .0004/) un Nitrogen Fixation Short Teal et al, 1979 .0002/|ul 4 Nitrogen Fixation Short Teal ct al, 1979 .00.12/aug 4 Nitrogen Fixation Short Teal ct al. 1979 .0032/scp 4 Nitrogen Fixation Short Teal ct al, 1979 .0006/nov 4 Nitrogen Fixation Short Teal ct al, 1979 0004/nov 4 Nitrogen Fixation Short Carpenter et al. 1978 0,39 4 Nitrogen Fixation Tall Carpenter et al. 1978 0.35 4 Nitrogen Fixation Tall Kaplan ct al, 1979 8.38 4 Nitrogen Fixation Tall Teal el al, 1979 .00004/mar 4 Nitrogen Fixation Tall Teal etal, 1979 .0002/)un 4 Nitrogen Fixation Tall Teal cl al, 1979 .0002/jul 4 Nitrogen Fixation Tall Teal cl al, 1979 .0006/aug 4 Nitrogen Fixation Tall Teal et al, 1979 OOOl/scp 4 Nitrogen Fixation Tall Teal et al, 1979 .00005/nov 4 Nitrogen Fixation Tall Teal et al. 1979 00001/nov 4 Nitrogen Fixation Tall Teal ct al, 1979 00009/mar 4 Nitrogen Fixation Tall Teal ct al. 1979 0001/jun 4 Nitrogen Fixation Tall Teal et al, 1979 .0002/jul 4 Nitrogen Fixation Tall Teal et al, 1979 .00003/aug Nitrogen Fixation Tall Teal ct al. 1979 OOOl/scp 4 Nitrogen Fixation Tall Teal et al, 1979 .00003/no\ 4 Nitrogen Fixation Tall Teal etal, 1979 OOOOl/nov 4 Nitrogen Fixation Total Valida & Teal, 1979b 0..36 4 Nitrogen Fixation Total Valíala & Teal, 1979a 5.36 4 Nitrogen Fixation Total Valíala & Teal, 1979a 6.78 4 o o Compartment Zone Source g N/m2/vr RF Comments Nitrogen Fixation Total Valiala & Teal, 1979a 0.61 4 Nitrogen Fixation Total Valíala & Teal. 1979a I 0 79 4 Nitrogen Fixation ¡Total Valiela & Teal. 1979b ! 4 Nitrogen Fixation Total Valiela & Teal. 1979b 2 63 4 Nitrogen Fixation Total Valiela & Teal, 1979b .51/aug 1 Nitrogen Fixation Total Valiela, 198.'? 6.78 2 Nitrogen Fixation Total Valiela et al. 1978 0.3 2 Nitrogen Fixation Total Valiela et al, 1978 2 64 4 Nitrogen Fixation Total Finn & Leschine, 1980 -3.37 4 Nitrogen Fixation Total Valiela, 1984 6.78 4 Nitrogen Fixation Total Valiela & Teal, 1979b 3.29 4 Nitrogen Fixation Total Finn & Leschine .3.37 4 Nitrogen Fixation Vegetatixe Carpenter et al, 1978 1 23-2.46 4 Nitrogen Fixation Vegetative Van Raalte et al, 1974 0138/jun 4 Nitrogen Fixation Vegetative Van Raalte et al, 1974 .009/jun 4 Nitrogen Fixation Vegetative Van Raalte et al. 1974 .0079/jun 4 Nitrogen Fixation Vegetative Van Raalte et al, 1974 .0167/jun 4 Nitrogen Fixation Vegetative Van Raalte et al, 1974 .0116/may 4 Nitrogen Fixation Vegetative Van Raalte et al, 1974 .0034/niay 4 Nitrogen Fixation Vegetative Van Raalte et al, 1974 0033/may 4 Nitrogen Fixation Vegetative Van Raalte et al, 1974 .0078/niay 4 Nitrogen Fixation Vegetative Van Raalte et al, 1974 0166/may 4 Nitrogen Fixation Vegetative Van Raalte et al, 1974 0066/may 4 Nitrogen Fixation Vegetative Van Raalte et al, 1974 .000,3/aug 4 Nitrogen Fixation Vegetative Van Raalte et al, 1974 .0016/aug 4 Nitrogen Fixation Vegetative Van Raalte et al, 1974 .0013/aug 4 Nitrogen Fixation Vegetative Van Raalte et al. 1974 .0003/aug 4 Nitrogen Fixation Vegetative Van Raalte et al, 1974 .0218/jun 4 Nitrogen Fixation Vegetative Van Raalte et at, 1974 .0106/jun 4 Nitrogen Fixation Vegetative Van Raalte et al, 1974 i.0039/jun 4 Nitrogen Fixation Vegetatixe Van Raalte et al, 1974 .0097/jun 4 ' Nitrogen Fixation Vegetative Van Raalte et al, 1974 0343/jun 4 Compartment Ztme Source g N/m2/yr RF Comments Nitrogen Fixation Vegetative Van Raaltc et al, 1974 OOll/jun 4 Other Total Vahela, 1984 0.02 4 Other Total Valida, 1984 0.05 4 Particulate N Total Valíala & Teal, 1979a 0.02 4 Plant Uptake High Leschine, 1979 5.54 2 Plant Uptake Short Leschine, 1979 71.33 2 Plant Uptake Short Leschine. 1979 10.77 2 Plant Uptake Total Valíala & Teal, 1979a 4 92/jun-jul 4 Plant Uptake Total Vahela, 1983 8 27 2 Plant Uptake Total Teal et al, 1979 8.47 2 Plant Uptake Total Vahela et al, 1978 8 47 2 Plant Uptake Total Finn & Leschine, 1980 34.7 4 Plant Uptake Total Finn & Leschine. 1980 23.15 4 Plant Uptake Total Finn & Leschine, 1980 11.58 4 Plant Uptake Total Vahela, 1983 8.27 2 Plants Total Vahela, 1983 10.75 2 Pore DON Total Finn & Leschine, 1980 3969 4 Pore DON Total Finn & Leschine. 1980 38 24 4 Precipitation Short Leschine. 1979 0.92 2 Precipitation Total Vahala & Teal. 1979a 0 39 4 Precipitation Total Valíala* Teal, 1979a 0.14 4 Precipitation Total Vahala & Teal, 1979a 0 4 Precipitation Total Vahala & Teal, 1979a 0.23 4 Precipitation Total Vahala & Teal, 1979a 0.03 4 Precipitation Total Vahala & Teal, 1979a 0.79 4 Precipitation Total Vahela* Teal, 1979b 0.11 4 Precipitation Total Vahela * Teal, 1979b 0 4 Precipitation Total Vahela * Teal, 1979b 0.06 4 Precipitation Total Vahela* Teal. 1979b 0 18 4 Precipitation Total Vahela * Teal. 1979b 0.01 4 Precipitation Total Vahela * Teal, 1979b .03/aug 4 Precipitation Total Vahela et al, 1978 Oil 4 (N \o Compartment Zone Source g N/m2/>T RF Comments Precipitation Total Valida ctal. 1978 0 4 Precipitation Total Valida ctal, 1978 0.06 4 Precipitation Total Valida et al. 1978 0.18 4 Precipitation Total Valida et al, 1978 0.01 4 Precipitation Total Valida et al, 1978 0.37 4 Precipitation Total Valida. 1984 0.79 4 Precipitation Total Valida* Teal, 1979b 037 4 Rcsuspcnsion Short Jordan & Valida. 1982 107.68 2 Resuspension Short Leschinc, 1979 12 76 2 Rcsuspcnsion Short Lcschinc, 1979 12.96 2 Rcsuspcnsion Tall Hoews & Gochringer, 1994 0.28 1 Rcsuspcnsion Tall Howes &Doehringer, 1994 1.02 3 Rcsuspcnsion Total Finn & Lcschinc, 1980 24.69 4 Rcsuspcnsion Total Finn & Lcschinc, 1980 42 12 4 Sediment Short Jordan & Valida, 1982 8942 2 Sediment Total Valida, 198,3 5.88 1 uptake from mean=14 7 Sediment Total Valida* Teal, 1979b 2 95/aug 4 Sediment Total Valida* Teal. 1979b 96/aug 4 sediment Total Valida * Teal, 1979b 64/aug 4 Sediment Total Valiala * Teal. 1979a 241 42 4 Sediment Total Valida, 1983 227.37 2 Sediment Total Valida * Teal, 1979b 101.28 4 Sedimentation Short Lcschinc, 1979 5 2 Sedimentation Short Leschine, 1979 5.15 2 Sedimentation Total Finn* Lcschinc, 1980 39.48 4 Sedimentation Total Finn * Lcschinc, 1980 39 48 4 Shellfish Tall Leschine, 1979 2 Shellfish Total Valida* Teal, 1979b 04/aug 4 Shellfish Total Valida * Teal, 1979b .32/aug 4 Shellfish Total Valida * Teal, 1979b .64/aug 4 Shellfish Total Valida * Teal, 1979b 0 44 4 Snails Short Jordan * Valida. 1982 12/summer 4 vO Compartment Zone Source g N/m2/yr RF Comments Tidal Water Total Valida, 1983 0,01 2 Tidal Water Exchange Short Leschine, 1979 166.73 2 Tidal Water Exchange Short Lcschine, 1979 188.57 2 Tidal Water Exchange Short Jordan & Valida. 1982 31 65 2 Tidal Water Exchange Short Jordan & Valida, 1982 38 25 2 Tidal Water Exchange Short White & Howes, 1994c 2.0-3.2 2 Tidal Water Exchange Short White & Howes, 1994c 1.6 2 Tidal Water Exchange Short White & Howes, 1994c 11-12 4 Tidal Water Exchange Total Valíala & Teal. 1979a 1 01/jun-jul 4 Tidal Water Exchange Total Valíala & Teal, 1979a 33.69 4 Tidal Water Exchange Total Valiala & Teal, 1979a 5.42 4 Tidal Water Exchange Total Valíala & Teal, 1979a 0.31 4 Tidal Water Exchange Total Valiala & Teal, 1979a 0 8061 4 Tidal Water Exchange Total Valíala & Teal, 1979a 13 93 4 Tidal Water Exchange Total Valiala & Teal, 1979a 54 15 4 Tidal Water Exchange Total Valida & Teal, 1979b 54 26 4 Tidal Water Exchange Total Vahela & Teal, 1979b 0 8 4 Tidal Water Exchange Total Valida & Teal, 1979b 0 32 4 Tidal Water Exchange Total Vahela & Teal, 1979b 5 42 4 Tidal Water Exchange Total Valiela & Teal. 1979b 33.79 4 Tidal Water Exchange Total Vahela & Teal, 1979b 13.94 4 Tidal Water Exchange Total Vahela et al, 1978 5.42 4 Tidal Water Exchange Total Vahela et al, 1978 0 8 4 Tidal Water Exchange Total Vahela et al, 1978 0.32 4 Tidal Water Exchange Total Vahela et al, 1978 33.79 4 Tidal Water Exchange Total Finn & Leschine, 1980 54 15 4 Tidal Water Exchange Total Finn & Leschine, 1980 5 42 4 Tidal Water Exchange Total Finn& Leschine, 1980 13.93 4 Tidal Water Exchange Total Finn & Leschine. 1980 8.86 4 Tidal Water Exchange Total Valida, 1984 54 15 4 Tidal Water Exchange Total Vahela et al, 1978 13 94 4 Tidal Water Exchange Total Vahela & Teal, 1979b 65.32 4 '?o Compartment Zone Source g N/m2/yr RF Comments Tidal Water Exchange Total Valida & Teal. 1979b 2.51 4 Tidal Water Exchange Total Valida & Teal, 1979b 0.34 4 Tidal Water Exchange Total Valida* Teal, 1979b 7 32 4 Tidal Water Exchange Total Valida* Teal, 1979b 38.2 4 Tidal Water Exchange Total Valida * Teal, 1979b 16.96 4 Tidal Water Exchange Total Valida * Teal, 1979b .26/aug 4 Tidal Water Exchange Total Valida * Teal. 1979b .26/aug 4 Tidal Water Exchange Total Valida et al. 1978 7.32 4 Tidal Water Exchange Total Valida cl al. 1978 2 51 4 Tidal Water Exchange Total Valida el al, 1978 0.34 4 Tidal Water Exchange Total Valida cl al. 1978 38 2 4 Tidal Water Exchange Total Valida et al, 1978 16.96 4 1’idal Water Exchange Total Finn * Leschine, 1980 7.32 4 Tidal Water Exchange Total Finn * Lcschine, 1980 16.95 4 Tidal Water Exchange Total Finn * Leschine, 1980 17.2 4 Tidal Water Exchange Total Valida cl al. 1975 1 24 1 Aboveground production from mean=6.22 Tidal Water Exchange Total Valida, 1984 65.32 4 Tidal Water Exchange Total Finn * Leschine, 1980 65.32 4 Translocation Short While * Howes, 1994c 14 4 Volatilisation of NH3 Short Leschine. 1979 0.1 2 Volatilisation of NH3 Total Valiala * Teal. 1979a 004 2 Volatilisation of NH3 Total Valida* Teal. 1979b 0.02 2 APPENDIX C. SAPELO ISLAND ORIGINAL DATA. '•o \D Compartment Original Data Z 76.9% of abo\cground production Short Year Blum, VCR/l-TER Database Decay 69.7% of belowground production Short Year Blum. VCR/LTER Database Decay 133.44 ^g dw/m2/yr Short Year this study Decay 69.15% remain of NPP Short Year Blum & Chnstian. 1997 Decay 80 8 % of production Tall Year Blum, VCR/LTER Database Decay 68 4 % of belowground production Tall Year Blum. VCR/LTER Database Decay 479.47g dv\/m2/yr Tall Year this study Decay 59 9% remain of production Tall Year Blum & Christian, 1997 Denitrification 0.6 g N/m2/y r Short Year Anderson ct al. 1997b Detritus formation 2.05 g N/m2/y r High Year Buck, personal communication Filter Feeding 16.04 g N/biomass/y r Short Year this study Filter Feeding 0.032 g N/biomass/y r Short Year this study Filter Feeding 11.79 g N/biomass/yr Tall Year this study Filter Feeding 0.032 g N/biomass/y r Tall Year this study Gra/ers 141 33/m2 Short Year this study Gra/ers 8/m2 Short Year this study Grazing 2% of NPP High Year VCR 1998 All Scientist Meeting Grazing 2% of NPP Short Year VCR 1998 All Scientist Meeting Grazing 2% of NPP Tall Year VCR 1998 All Scientist Meeting Leaching 0.96 g N/m2/y r High Year this study Leaching 0.62 g N/m2/yT Short Year this study Leaching 0.82 gN/m2/yr Tall Year this study Mineralization L3.27gN/m2/yr High Year Anderson et al, 1997a Mineralization 1 14 mg N/m2/h High July Anderson et al, 1997a Mineralization 20.21 gN/m2/yr Short Year Neirkirk. 1996 Mineralization 84 g N/m2/y r Short Year Anderson et al, 1997b Nitrification 7.09 g N/m2/y r High Year Anderson et al, 1997a Nitrification 0 9 mg N/m2/h High July Anderson el al. 1997b Nitrification 0.0 g N/m2/y r High Summer Tavlor. 1995 -o 00 Compartment Original Z r Short Year Anderson et al, 1997b 187 APPENDIX F. UPPER PHILLIPS CREEK CONVERTED DATA. RF=Reliability Factor oo 00 Compartment Zone Source g N/m2y r RF Comments Abov eground Biomass High Tolley- 1996 11 3.3 3 %N=1.57 Vince ctal, 1981 Aboveground Biomass High Blum. 1997 0 42 3‘%N= 1.57 Vince ctal. 1981 Aboveground Biomass Short Blum, 1993 0 64 3 %N=1 05 PPopkinson & Schubauer. 1984 Aboveground Biomass Short Blum, 1997 0 13 3:%N=1.57 Vince et al, 1981 Aboveground Biomass Pall Blum. 1997 0.5.S 3:%N=1 57 Vince ctal. 1981 Abov eground Biomass Tall Blum. 1993 1.64 3Í%N=1 05 PPopkinson & Schubauer, 1984 Aboveground Produelion High Anderson ct al. unpublished 16 4'C N=50 White & Howes, 1994 Aboveground Production High Tolley. 1996 13 3 3l%N=l 57 Vinccetal. 1981 Abov eground Production Short Anderson ct al. 1998 14 4' Abov eground Production Short this study 5.22 3 %N= 118 this study Aboveground Production Tall this study 17.58 3 j%N= 1 84 this study Bacterial Uptake Short Neirkirk. 19% 2.74 2' Bactenal Uptake Short Chambers ct al. 1992 .3.22 3' Belowground Biomass High http://wvvw .vcrltcr Virginia edu/clccvol 11 3j%N=0.44 PPopkinson & Schubauer, 1984 Belowground Biomass Short this study 0.79 3! Belowground Biomass Short http://wvvw vcrltcr Virginia edu/clccvol .3.96 3j%N=0 44 Plopkinson & Schubauer, 1984 Belowground Biomass Tall this study 0 1 3| Below ground Biomass Tall http://wwAv.vcrlter virginia.edu/elccvol 0 88 3 %N=0 44 PPopkinson & SchuPrauer. 1984 Belowground Dead Short this study 2 89 -3! Belowground Dead Tall this study 1 35 3! Belowground Production High this study 20.15 1 ! Average SI & GS per unit biomass Belowground Production Short Anderson ct al. 1998 33 4Í Belowground Production Short Blum. 1993 942 3 %N=0.44 PPopkinson & Schubauer, 1984 Belowground Production Short Blum & Chnstian. 1997 3.96 3 %N=0 44 PPopkinson & Schubauer, 1984 Belowground Production Tall Blum. 1993 2.99 3 !%N=0 44 PPopkinson & Schubauer, 1984 Benthic Algae High Anderson ct al. 1996 0 18 pjchl a conversion Fhckncy 1994; C:N=5.5 Valida, 198.3 Benthic Algae Short Neikirk. 1996 5 88 3 chi a conversion Fhckncy 1994; C:N=5 5 Valida, 1983 Benthic Algae Production Short Anderson ct al. 1998 5 4 Benthic filter feeders Short this study 0.26 3 1 musscl=0 0138 g N Benthic filter feeders Tall this study 0.22 3 ! 1 musscl=0.01.38 g N Burial Short Anderson ct al. 1998 4 4 Dcca> High Christian cl al. 1990 1 09 4 For Cedar Island, NC O' oo Compartment Zone Source g N/m2yr RF Comments Decay High Blum & Christian, 1997 6.79 1 NPP=20 15 Decay Short Anderson ct al, 1998 i 7 4 Decay Short Anderson et al, 1998 26 4 Decay Short Blum. VCR/LTER Database 10.77 3 NPP=14 gN/m2/yr Decay Short Blum, VCR/LTER Database 6.57 3 NPP=9 42 g N/m2/yr Decay Short this study 1 27 .3 %N=0 95 this study Decay Short Blum & Christian. 1997 ! 2.06 3 NPP=6.69 Decay Tall Blum. VCR/LTER Database ! 5.07 3 NPP=6.27 g N/m2/yr Decay Tall Blum, VCR/LTER Database ’ 2.05 3 NPP=2.99 gN/m2/yr Decay Tall this study 3.07 3 *M>N=0.64 this study Decay Tall Blum & Christian. 1997 ' 12 3 NPP= 2.99 ? Denitrification Short Anderson ? ct al, 1998 0.6 4 Detritus formation High Buck, personal communication ! 2.05 3 ‘fi)N=0.52 Hopkinson & Schubauer, 1984 Filter Feeding Short this study 1 4 1.3 1 biomass=0.26 Filter Feeding Short this study I 0.01 1 biomass=0.26 Filter Feeding Tall this study ¡ 2.6 1 biomass=0.22 Filter Feeding Tall this study 0 01 1 biomass=0.22 1 Grazers Short this study 4 Grazers Short this study LL3 4 Grazing High VCR 1998 All Scientist Meeting 0 27 2 used Tolley. 1996 data Grazing Short VCR 1998 All Scientist Meeting 0.28 2 NPP=14 g N/m2/yr Grazing Tall VCR 1998 All Scientist Meeting ! 0..35 2 NPP=17 58 gN/m2/yr Leaching High this study ! 0.96 1 estimate from GS and SI Leaching Short this study i 0.62 1 estimate from GS and SI Leaching Tall this study 082 1 estimate from GS and SI ^ Mineralization High Anderson ct al, unpublished 13.27 4 Mineralization High Anderson ct al, 1997 ; 9.99 4 Mineraliz.ation Short Ncirkirk, 1996 1 20.21 2 Mineralization Short Anderson el al, 1998 ! 84 4 ' Nitrification High Anderson cl al, unpublished 709 4 Nitrification High Anderson et al, 1997 I 7.88 4 Nitrification High Taylor. 1995 ! 0 2 o o Compartment Zone Source g N/m2j r RF Comments * Nitrification Short Neirkirk, 19% 1.21 2 Nitrification Short Anderson et al. 1998 4 4 Nitrogen Fixation Short Anderson et al. 1998 1 4 Pore NH4 High Anderson et al, unpublished 0.111 4 Pore NH4 High Anderson et al. 1997 0,01 3 Pore NH4 Short this stud\ ^ 0.92 3 ’ Pore NH4 Tall this study 0.181 3 Pore NH4 Tall http://w'wxv.vcrlter.virgmia.edu/elea'ol ^ 0 04 3 ' Pore NOx High Taylor. 1995 0.11 4 ' Pore NOx High Anderson et al. unpublished 0,02 4 Pore NOx Higli Anderson et al. 1997 ¡ 0.01 3 Precipitation Total Anderson et al. 1998 1 0.25 4 Precipitation Total Anderson et al. 1998 0.18 4 Precipitation Total Keene & Galloway, 1997 0.31 4 ' Precipitation Total Keene & Galloway. 1997 0.15 4 * Sediment release of NH4 Short Chambers el al, 1992 8.66 3 mean of given data Sediment release of NOx Short Neirkirk, 1996 6.31 2 Sediment uptake of NH4 Short Neirkirk. 1996 0.41 2 Sedimentation Short Anderson et al. 1998 125 4 Standing Dead High Tolley. 1996 4.2 3 %N=0.52 Hopkmson & Schubauer, 1984 Standing Dead High Buck, personal communication 4.35 3 %N=0 52 Hopkinson & Schubauer. 1984 Standing Dead Short this study 1 3.93 3 %N=0.95 this study Standing Dead Tall this study 4 17" 3 %N=0.64 this study Surface PN Short Neikirk, 1996 i 0.01 2 1 g C=2 g dw; C:N=5.5 Tidal Water Exchange Tall VCR/LTER Database 34.77 3 ' Tidal Water Exchange Tall VCR/LTER Database 43.47 3 ’ Tidal Water Exchange Tall VCR/LTER Database 30.44 3 Tidal Water Exchange Tall VCR/LTER Database ] 25.36' 3 Translocation Short Anderson et al, 1998 7 4 191 APPENDIX G. BALANCED MODELS. Standing Stock in g N x m‘“ Flows in g N X m'‘ X yf’ The first column of numbers represents the averaged data obtained from literature The balanced number column reflects the numbers used in the model after the model was balanced The % difference represents the percentage the balanced number was changed from the original data inorder to balance the model The first column shows the flows from one compartment to another For example, F1-2 is a flow from compartment 1 to compartment 2 FO-1 is an input to compartment 1, and F1-0 is an output from compartment 1 F=flow R=respiration Final Balancing the Great Sippewisset Tall Low Model Compartment Standing, Stock Reliability Factor Balanced Xumhers % Difference Benthic filler feeders 1 6.28 4.00 6.28 0,00 Grazers/Nekton 2 3,51 2.00 3.51 0.00 Li\e Shoots 3 25.50 3,00 25.50 0.00 Standing Dead/Litter 4 30,43 4.00 30.43 0.00 Roots 5 4.27 3.00 4.27 0.00 Benthic algae 6 N2 Fixers 7 Precipitation 8 Surface NH4 9 Surface NOx 10 Surface DON 11 Surface PN 12 Pore NOx 13 Pore DON 14 Pore PN 15 190,54 4.00 190 54 0.00 PoreNH4 16 Groundwater 17 Inputs Reliability' Factor Inputs F()-8 0,56 3.98 0.65 16.07 F()-17 13,27 3.70 16 91 27 43 FO-2 0.02 4.00, 0.02 0.00 FO-7 4 19 3.09 5,03 20.05 FO-12 1748 3.60 12.13 -30.61 FO-9 5.42 4 00‘ 5.90 8.86 FO-IO 3.13 400 3 44 9.90 FO-11 67,00 3.50 5963 -11.00 Outputs Reliability Factor Outputs FI 5-0 6.13 3.00 6.13 0.00 Fl-0 0.02 2.00 0.02 0.00 F12-0 15.33 2.83 15 92 3.85 F9-0 7.32 4.00 5.56 -24.04 F10-0 7.75 4.00 6.98, -9.94 FI 1-0 ; 53.45 3.60 59 47 11.26 R9-0 0.05 2.00 0.05 0.00 R13-0 20.32 4.00 9.58 -52.85 Flows Reliability Factor Flows F8-12 ¡ 0.01 4.00 0,01 0.00 F8-9 1 0.03 4.00 0.03 0.00 F8-10 0.07 4.00 0.07 0.00 F8-11 0 21 4.00 0.21 0.00 F17-16 i 1.01 4.00 1.11 9.90 F17-13 5,88 4,00 6.47 10.031 F17-14 10.33 3:5(r 9.30 -9.97 F17-15 0.03 4.00 0.03 0.00 F12-1 11 92 3.33 13.11 9 98 Fll-1 0.34 4 00 0.37 8.82 193 F3-2 0.62 1.00 0.68 9.68 F4-2 4.35 1.00 1 00 -77.01 Fl-9 2.32 3.75 2.09 -9.91 F2-9 13.75 2.00 8.90 ?-35.27 Fl-15 462 4 00 4 16 -9.96 F16-6 6.32 1.50 4.42 -30.06 F5-3 928 2.75 6.51 -29.85 Fn-5 11.58 4.00 11.58 0.00 F16-5 23.24 2.57 18 59 -20.01 F3-5 1.40 4.00 1.40 0.00 F3-9 2 76 2.00 2.76 0.00 F5-16 0.40 4 00 0 44 10.00 F3-4 6.36 2.00 1.67 -73.74 F4-15 21.94 2.75 0.67 -96 95 F15-16 12.66 3.33 17.72 39.97 F14-16 1 45 3.33 9 49 554.48 F16-13 14 86 3.00 10.00 -32.71 F15-12 107 68 2 00 10.07 -90.65 F12-15 8942 2.00 0 00 -100.00 F6-15 0.00 4.41 F7-16 4 19 3.09 5.03 20.05 F6-2 0.00 0.01 F5-15 0.00 24 62 Fl-2 26 97 1 00 7.21 -73.27 F2-15 0 02 2.00 0.02 0.00 F9-10 0.00 8 07 F9-12 0.00 6.82 F13-10 0.28 1 00 0 17 -39.29 F16-9 1.02 3.00 0 82 -19.61 F8-14 0.21 4.00 0.19 -9.52 F8-13 0.08 4.00 0.09 12.50 F8-16 0.04 4 00 0 04 0.00 F8-15 0.01 4 00 0.01 0.00 Fl()-13 0.00 4.77 Average 2.89 1.28 -1.91 Final Balancing the Great Sippewisset Short Low Model 194 Compartment Standing Stock Reliability Factor Balanced Xumhers % Difference Benthic filler feeders 1 6.28 4.00 6 28 0.00 Grazers/Nekton 2 3.51 2 00 3.51 0.00 Live Shoots 3 25.50 3 00 25.50 0.00 Standing Dead/Litter 4 3043 4.00 30.43 000 Roots 5 4.27 3.00 4.27 0.00 Benthic algae 6 N2 Fixers 7 Precipitation 8 Surface NH4 9 Surface NOx 10 | Surface DON 11 Surface PN 12 Pore NOx 13 Pore DON 14 Pore PN 15 190.54 4 00 190 54 0 00 Pore NH4 16 Groundwater 17 Inputs Reliability Factor Inputs FO-8 0.56 3.98 0 66 17.86 F()-17 13.27 3.70 14 69 10 70 F()-2 0 02 400 0.02 0.00 FO-7 2.75 3.09 2.75 0.00 FO-12 8.74 3.60 11 48 31.35 FO-9 2.71 4.00 1 60 -40.96 FO-10 1.57 4.00 1 25 -20.38 FO-11 33.50 3.50 30 25 -9.70 Outputs Reliability Factor Outputs F15-0 4.71 3.00 9.51 101.91 Fl-0 ' 0.02 2.00 0.02 0.00 F12-0 7.67 2.83 4 93 -35.72 F9-0 3.66 4 00 4.77 30.33 FlO-0 3.88 4.00 5 87 51.29 Fll-0 26.73 3.60 29 99 12.20 R9-0 0.05 2.00 0 07 40.00 R13-0 6.85 4.00 7 54 10.07 \fIohs Reliability Factor \FIoms F8-12 0.01 4.00 0 01 0 00 F8-9 ! 0.02 4.00 0.01 -50.00 F8-10 ~1 0.04 4.00 0 04^ 0.00 F8-11 0.11 4.00 0.11 0.00 F17-16 1.01 4.00 111 9.90 F17-13 i 5.88 4.00 5.29 -10.03 F17-14 10.33 3.50' 8 26 -20.04 F17-15 ' 0.03 4.00, 0 03 0.00 F12-1 11 92 3.33 14 30 19 97 Fll-l 0.34 4.00 0.37 8.82 195 F3-2 0,62 1.00 0.93 50.00 F4-2 4.35 1.00 2.61 -40.00 Fl-9 2,32 3.75 2.09 -9 91 F2-9 13.75 2.00 11 03 -19 78 Fl-15 4.62 4.00 5 08 9.96 F16-6 6.32 1 50 6.32 0.00 F5-3 4 28 2.50 9.26 116.36 F13-5 11.58 4.00 10.75 -7 17 F16-5 23.24 2.57 16.27 -29.99 F3-5 1 40 4 00 1.26 -10.00 F3-9 1 41 3.33 1,27 -9,93 F5-16 0.40 4.00 0.44 10.00 F3-4 3.63 1.88 5.80 59.78 F4-15 4 56 2.60 3.19 -30.04 F15-16 12 66 3.33 21 56 70.30 F14-16 1 45 3.33 8.58 491 72 F16-13 14 86 3 00 11.89 -19,99 F15-12 12 86 2.00 2.16 -83.20 F12-15 10.70 2.00 0.00 -100.00 F6-15 0 00 6.31 F7-16 2.75 3.09 2.75 0.00 F6-2 0.00 0 01 F5-15 0.00 18.58 Fl-2 26 97 0 00 7 48 -72.27 F2-15 0.02 2.00 ' 0.02 0 00 F9-10 0.00 5.59 F9-12 ^ 0.00 5.58 F13-l() ; 001 1.00 0.01 0.00 F16-9 0.01 3.00 0.01 0.00 F8-13 0.11 4.00 0.10 -9 09 F8-14 0.32 4.00 0,32 0.00 F8-15 0.02 4 00 0.02 0 00 F8-16 0.05 4.00 0.05 0.00 FlO-13 0.00 1.02 Average 2.88 131 9.71 Final Balancing the Great Sippewisset High Marsh Model 196 Compartment Standing Stock Reliability Factor Balanced Xumhers % Difference Benthic filter feeders 1 0 44 400 0.44 0.00 Grazers/Nekton 2 3.51 2 00 3.51 0 00 Live Shoots 3 6.00 3 00 6.00 0 00 Standing Dead/Litter 4 30 43 4 00: 30,43 0.00 Roots 5 1 02 4.00 1.02 0.00 Benthic algae 6 N2 Fixers 7 Precipitation 8 Surface NH4 9 Surface NOx 10 Surface DON 11 Surface PN 12 Pore NOx 13 Pore DON 14 Pore PN 15 190 54 4 00 190 54 0.00 PoreNH4 16 Groundwater 17 Inputs Reliability Factor Inputs F()-8 0 56 3 98 0 64 14 29 FO-17 13 27 3 70 13 56 2 19 FO-2 0 02 4 00 0 02 0.00 FO-7 5.87 2 95 5.87 0.00 FO-12 1,75 3.60 1,93 10.29 F()-9 0.54 4 00 0.53 -1 85 FO-IO 0 31 4 00 0.28 -9 68 FO-11 6.70 3.50 6.03 -10 00 Outputs Reliability Factor Outputs F15-0 1 38 2.40 11.38 724.64 Fl-0 0.02 2.00 0.02 0.00 F12-0 1 53 2 83 1.22 -20.26 F9-0 0.73 4 00 0.73 0.00 FlO-0 0 78 4.00 0.86 10.26 FI 1-0 5.35 3.60 6.02 12.52 R9-0 0.05 2.00 0.05 0.00 R13-0 7.80 4.00 8.58 10.00 Flows Reliability Factor Flows F8-12 0.01 4.00 0.01 0.00 F8-9 0.01 4.00 O.OL 0.00 F8-10 001 4.00 0.01 0.00 F8-11 002 4 00 0.02 0 00 F17-16 1.01 4.00 1.01 0.00 F17-13 5 88 4.00 5.29 -10 03 F17-14 10,33 3.50 7.23 -30.01 F17-15 0.03 4.00 0.03 0.00 F12-1 1,19 3.33 1 43 20 17 Fll-l 0.03 4.00 0.03 0.00 197 F3-2 0.62 1 00 0.37 -40.32 F4-2 4.35 1.00 2.61 -40.00 Fl-9 0.23 3.75 0.21 -8.70 F2-9 1 24 2.00 1.61 29.84 Fl-15 043 4 00 0.39 -9.30 F16-6 6.32 1.50 6 32 0.00 F5-3 7.50 3.00 9.00 20 00 FI 3-5 11.58 4.00 12.74 10.02 F16-5 23.24 2.57 16.27 -29.99 F3-5 1.40 4.00 1.26 -10.00 F3-9 1 50 4.00 1.35 -10.00 F5-16 0.40 4.00 0 44 10.00 F3-4 9.48 2.00 6.02 -36.50 F4-15 21.94 2.75 3.41 -84 46 F15-16 12 66 3.33 22.40 76.94 F14-16 1 45 3.33 7.59 423.45 F16-13 14 86 3.00 14 78 -0.54 F15-12 3.34 4.00 -100.00 F12-15 3 95 4.00 0.55 -86.08 F6-15 000 6.31 F7-16 5.87 2 95 5.87 0.00 F6-2 0.00 0.01 F5-15 0.00 20.83 Fl-2 0 00 0 84 F2-15 0.22 2 00 2.24 918 18 F9-10 0.00 1 68 F9-12 0.00 1.26 F13-10 i 000 0.01 F16-9 0.00 0.01 F8-13 ^ 0.14 4.00 0.14 0.00 F8-14 : 0.40 400 0.36 -10.00 F8-15 1 0.02 400 0.02 0.00 F8-16 0.07 4.00 0 07 0.00 FlO-13 ' 0.00 1.12 Average ^ 2.94 1.34 34 22 Final Balancing the Sapelo Island Tall Low Model Compartment Standing Stock Reliahilit} Factor Balanced Sumhers % Difference Benthic filter feeders 1 1.01 3.25 1.01' 0.00 Grazers/Nekton 2 5.70 3.48 5.70 0.00 Live Shoots 3 8.08 3.50 8.08 0.00 Standing Dead/Litter 4 4.56 4.00 4.56 0.00 Roots 5 21.42 3.33 21 42 0.00 Benthic algae 6 0 18 4.00 0 18 0.00 N2 Fixers 7 Precipitation 8 Surface NH4 9 35 69 4.00 35.69 0.00 Surface NOx 10 Surface DON 11 52 69 3.67 52.69 0.00 Surface PN 12 54.29 3.50 54.29 0.00 Pore NOx 13 0.04 4 00 0.04 0.00 Pore DON 14 2.55 3.00 2.55 ‘ 0.00 PorePN 15 548 37 4.00 548 37 0.00 PoreNH4 16 0.17 4.00 0.17 0.00 Groundwater 17 Inputs Reliability Factor Inputs FO-8 0.30 4.00 0.32 667 FO-17 0.00 004 F()-2 0.00 0 01 FO-7 39.80 400 39 80 0.00 FO-12 ' 49.60 3.33 61 31 23.61 'f0^^9 ^ 1.77 4 00 1.59 -10 17 FO-10 ^ 0.14 4 00 0.13 -7 14 FO-11 ! 142 13 3.50 101.95 -28 27 • Outputs Reliability Factor Outputs FI 5-0 1.20 3.00 1.44 20.00 Fl-O 0.00 0.01 F12-0 70.33 3.00 57.35 -18 46 F9-0 2.32 4 00 2.55 9.91 F10-0 0.15 4.00 0.17 13.33 Fll-0 75.04 3.25 101.98 35.90 R9-0 0.00 0.01 R13-0 1 35.35 3.80 41.64, 17.79 Flows Reliability Factor Flows F8-12 0.00 0.01 F8-9 0.05 4.00 0.05 0.00 F8-10 007 4.00 ' 0.07 0.00 F8-11 : 0.04 4.00 0.04, 0 00 F17-16 0.00 0.01 F17-13 1 0.00 0.01 F17-14 0.00 0.01 F17-15 0.00 001 F12-1 j 21.90 3.00 16.30 -25.57 Fll-l 0.00 0.01 199 F3-2 1.76 2.75 1 23 -30.11 F4-2 5.44 3.00 4 74 -12 87 Fl-9 6.10 3.00 7.32 20.00 F2-9 6 10 3.00 7.32 20.00 Fl-15 0.00 8.86 F16-6 49.08 3.50 39.26 -20.01 F5-3 50.38 3.37 40 31 -19 99 F13-5 0.00 0.01 F16-3 64.42 3.33 51 54 -19 99 F3-5 14 76 4.00 16.24 10.03 F3-9 0.70 4.00 0.78 11 43 F5-16 0.00 0.44 F3-4 15 15 3.50 22.06 45.61 F4-15 ^ 2Í.Ó0 4.00 17.32 -17.52 F15-16 1 70.00 4.00 92 44 32.06 F14-16 0.00 004 F16-13 0 00 41.54 F15-12 0.00 0.00 F12-15 ' 3.25 3.50 2.60 -20.00 F6-15 0.00 38 03 F7-16 39 80 4.00 39.80 0.00 F6-2 0.00 1.23 F5-15 0.00 27.04 Fl-2 0 12 3.00 0 12 0 00 F2-15 0 00 0.01 F9-10 0.00 0 01 F9-r2 0 00 14 93 F13-l() 0.00 0.01 F16-9 0.00 044 F8-13 0.06 4.00 0.06 0.00 F8-14 0.03 4.00 0.03 0.00 F8-15 0.01 4.00 0.01 000 F8-16 0.05 4.00 0.05 0.00 FlO-13 0.00 0.05 Average 2.25 1 78 1 04 Final Balancing of the Sapelo Island Short Low Model 1 ( ompartment Standing Stock Reliability Factor Balanced Sumhers '% Difference Benthic filter feeders 1 1.01 3.25 1 01 0.00 Grazers/Nekton 2 5.70 3.48 5,70 0.00 Live Shoots 3 4.39 3.43 4.39 0.00 Standing Dead/Litter 4 2.79 3.00 in'! 0.00 Roots 5 21 42 3.33 21 42 0.00 Benthic algae 6 0 18 4.00 0.18 0 00 N2 Fixers 7 Precipitation 8 ' Surface NH4 9 35.69 4 00 35.69 0.00 Surface NOx 10 Surface DON 11 52.69 3.67 52 69 0 00 Surface PN 12 54 29 3.50 54.29 0.00 Pore NOx 13 0.04 4.00 0.04 0,00 Pore DON 14 2.55 3.00 2.55 0 00 Pore PN 15 548.37 4.00 548,37 0,00 PoreNH4 16 0.17 4 00 0 17 0.00 Groundwater 17 Inputs Reliability Factor Inputs FO-8 0 30 4.00 0.33 10 00 FO-17 0.00 0 04 FO-2 0.00 0.01 FO-7 23.70 4 00 23 70 0 00 FO-12 24 80 3.33 29.76 20.00 FO-9 0 89 4.00 0 80 -10 11 FO-10 0.07 4.00 0 06 -14.29 FO-11 71 07 3.50 56.86 -19.99 Outputs Reliability Factor Outputs F15-0 1.35 3.00 1.35. 0.00 Fl-0 0.00 0.01 F12-0 35.17 3.00 28.14 -19.99 F9-0 1 16 4.00 1.28 10.34 FlO-0 0.08 4.00 0.09 12.50 FI 1-0 37.52 3.25 45.02 19 99 R9-0 0.00 0.01. R13-0 35.35 3.80 35.66 0.88 Flows Reliability Factor \Flows F8-12 0.00 ; 0.01 F8-9 0.02 4.00, 0.02 0.00 F8-10 0.05 4.00 0.04 -20.00 F8-11 0 02 4.00 0 02 0.00 F17-16 0.00. 0.01 F17-13 0.00 0.01 F17-14 0.00 0,01 F17-15 0.00 0.01 F12-1 30 47 3.00 5.93 -80 54 Fll-1 0.00 11 86 F3-2 1.76 2.75 1.76-^ 0.00 F4-2 5.44 3.00 4.35 -20.04 Fl-9 6 10 3.00 7.32 20.00 F2-9 6.10 6.23 2.13 Fl-15 0.00 10.32 F16-6 36.14 2.67 36.14 0.00 F5-3 25.35 ïï? 30.48 20.24 FI 3-5 0.00 aôT^ F16-5 38.32 3.25 38.32 0.00 F3-5 14.76 4.00 14.76' 0.00 F3-9 0.70 4.00 0.70 0.00 F5-16 0.00 0.01 F3-4 9.88 3.80 13.26 34.21 F4-15 9.90 4.00 8.91 -10.00 F15-16 70.00 4.00 79.27 13.24 F14-16 0.00 0.06 F16-13 0.00 28.66 F15-12 0.00 0.00 F12-15 3.25 3.50 2.60 -20.00 F6-15 0.00 36.13 F7-16 23.70 4.00 23.70 ÔÔÔ F6-2 0.00 0.01 — F5-15 0.00 22.60 FI-2 0.12 3.00 0.14 16.67 F2-15 0.00 0.04 F9-10 0.00 6.89 F9-12 0.00 6.90 F13-10 0.00 0.01 F16-9 0.00 0.01 F8-13 0.10 4.00 0.10 0.00 F8-14 0.05 4.00 0.05 0.00 F8-15 0.01 ÂOÔ 0.01 0.00 F8-16 0.08 4.00 0.08 0.00 FlO-13 0.00 6.91 j Average 2.22 1.77 -0.99 Final Balancing the Sapelo Island High Marsh Model 1 Compartment Standing Stock Reliability Factor Balanced Numbers % Difference Benthic filter feeders 1 1,01 3.25 ToT^ 0.00 Grazers/Nekton 2 5.70 3.48 5^ 0.00 Live Shoots 3 9.12 3.00 9d7 0.00 Standing Dead/Litter 4 2.42 0.00 Roots 5 21.42 3.33 21 42' 0.00 Benthic algae 6 0.18 4 0,18' 0,00 i? N2 1Fixers 7 Precipitation 8 Surface NH4 9 35.69 4.00 35.69 0.00 Surface NOx 10 Surface DON 11 52.69 3.67 52.69 0.00 Surface PN 12 54.29 3.50 54.29 0^ Pore NOx 13 0.04 4.00 0.04 âôô Pore DON 14 2,55 3,00 2,55 0,00 Pore PN 15 548.37 4.00 548.37 0 00 PoreNH4 16 0 17 4.00 0 17 0.00 Groundwater 17 Inputs Reliability Factor Inputs FO-8 0.30 4.00 0.35 16.67 FO-17 0.00 0.04 FO-2 0.00 0.01 FO-7 4,50 4.00 4 50 0.00 FO-12 4.96 3.33 5.95 19.96 FO-9 0.18 4.00 0.16 -11.11 FO-10 0.01 4.00 0.01 ÔÔÔ FO-11 14.21 3.50 10.19 -28.29 Outputs Reliability Factor Outputs F15-0 1.20 3.00 1.20 0.00 Fl-0 0,00 0.01 F12-0 7.03 3.00 5 62 -20.06 F9-0 0,23 4.00 0.25 8.70 FlO-0 0.02 4.00 0.02 0.00 Fll-0 7^ 3.25 10,19 35.87 R9-0 0.00 0.01 R13-0 35.35 3.80 3.91 -88.94 Flows Reliability Factor Flows F8-12 0.00 0.01 F8-9 0.01 4.00 0.01 0.00 F8-10 0,01 0.01 0.00 F8-11 0.01 4.00 0.01 0.00 F17-16 0.00 0.01 F17-13 ÔÔÔ^ ÔÏÏÎ F17-14 0,00 0.01 F17-15 0.00 0.01 F12-1 21.90 3.00 11.77 -46.26 Fll-1 0.00 0.01 203 F3-2 1.76 2.75 1.76 0.00 F4-2 5.44 ÏÔÔ^ 4.35 -20.04 Fl-9 ^ 6.10 3.00 7.32 20.00 F2^9 6.10 3.00 6.10 0,00 Fl-15 00(? 4.33 F16-6 28.22 ïïïT 28.22' 0.00 F5-3 26 73 3.38 32.08 20.01 F13-5 0.00 0.01 F16-5 53.53 4.00 53.53 0.00 F3-5 14 76 4.00 13,28 -10.03 F3-9 0.70 4^ otiT 0.00 F5-16 0.00 0.01 F3-4 0.00 16.34 F4-15 13,90 4.00 11.99 -13.74 F15-16 70.00 4.00 80.83 15.47 F14-16 0.00 0.08 F16-13 0.00 3.77 F15-12 0.00 0.00 F12-15 3.25 3.50 2.60 -20,00 F6-15 0.00 28.21 F7-16 4.50 4.00 4.50 0.00 F6-2 0,00 0.01 F5-15 0.00 34.73 FI-2 0.12 3.00 0.12 0.00 F2-15 0.00 0.15 F9-10 0.00 0.01 F9-12 0.00 14.03 F13-10 0.00 0.01 F16-9 0.00 0.01 F8-13 0.12 4.00 0.13 8,33 F8-14 0.07 4.00 0.07 0.00 F8-15 0.01 4.00 0.01 0.00 F8-16 0,10 4.00 0.10 0.00 FlO-13 0.00 0.02 Average 2.25 1 79 -3.34 Final Balancing of the Phillips Creek Tall Low Model Compartment Standing Stock Reliability Factor Balanced Numbers % Difference Benthic filter feeders 1 0.22 3.00 0.22 0.00 Grazers/Nekton 2 1 13 3.00 Oí 0.00 Live Shoots 3 6.27 3.00 627 0.00 Standing Dead/Litter 4 4.17 ïtxT 4.17 0.00 Roots 5 0.49 3.00 0.49 0.00 Benthic algae 6 5.88 ÏOtT 5.88 0.00 N2 Fixers 7 Precipitation 8 Surface NH4 9 0.05 3.00 0.05 0.00 Surface NOx 10 0.06 3.00 0.06 0.00 Surface E)ON 11 Surface PN 12 Pore NOx 13 0.05 3.66 0.05 0.00 Pore DON 14 Pore PN 15 1.35 3.00 1 35 0 00 Pore NH4 16 0.11 3.00 0.11 0.00 Groundwater 17 Inputs Reliability Factor Inputs FO-8 045 4.00 0.48 6.67 FO-17 0.00 0.04 FO-2 0.00 0.01 FO-7 OO o o o o 1 FO-12 2.50 4.00 2.50 0.00 FO-9 3477 3.00 27 82 -19.99 FO-10 43.47 3.00 35 48 -18 38 FO-11 0.00 0.01 Outputs Reliability Factor Outputs F15-0 4.00 4 00 3.60 -10.00 Fl-0 0.00 0.01 F12-0 0.00 0.69 F9-0 30.44 3.00 34.25 12.52 FlO-0 25.36 3.00 28.17 11.08 Fll-0 0.00 0.01 R9-0 0.00 0.01 R13-0 0.60 4.00 0.60 ÔÔÔ Flows Reliability Factor Flows F8-12 0.00 0.01 F8-9 0.08 4.00 0.08 0.00 F8-10 0.14 4.00 0.14 0.00 F8-11 0 00 0.01 F17-16 0.00 0.01 F17-13 0.00 0.01 F17-14 0.00 0.01 F17-15 0.00 0.01 F12-1 2.60 1.00 2 60 000 Fll-1 001 1.00 0.01 0.00 F3-2 0.35 2 00 0.35 0.00 F4-2 0.00 0.01 Fl-9 0.54 1.00 0.54 0.00 F^9 0.00 ooT Fl-15 0.06 1.00 0.78 1200.00 F16-6 5.00 4.00 5.00 0.00 F5-3 17.58 3.00 15.83 -9.95 F13-5 0.00 11.81 F16-5 9.26 4.00 9.26 0.00 F3-5 7.00 4.00 7.70 10.00 F3-9 0 82 1.00 1.64 100.00 F5-16 0.00 0.65 F3-4 3.07 1.00 6.14 100.00 F4-15 4.07 3.00 6.13 5061 FI5-16 84.00 4.00 24.76 -70.52 F14-16 20.21 4.00 0.02 -99.90 F16-13 4.00 4.00 3.60 -10.00 F15-12 0.00 0.00 F12-15 2.50 4.00 2.50 0.00 F6-15 0.00 4.99 F7-16 1 00 4.00 1.00 0.00 F6-2 0.00 0.01 F5-15 1 63 3.00 12.29 653.99 Fl-2 0.00 1.28 F2-15 0.00 1.65 F9-10 1.21 4.00 1.21 0.00 F9-12 2.98 4.00 3.28 10.07 F13-10 6.31 4.00 6.31 0.00 F16-9 8.66 4.00 8 66 0.00 F8-13 0.14 4.00 0.14 0.00 F8-14 0.00 0.01 F8-15 0.00 0.01 F8-16 0.08 4.00 0.08 0.00 FlO-13 000 14.97 Average 2 07 1.73 Final Balancing of the Phillips Creek Short Low Model f Compartment Standing Stock Reliability Factor Balanced Numbers % Difference Benthic filter feeders 1 0,17 3.00 0.17 0.00 Grazers/Nekton 2 1.13 3.00 1.13 0.00 Live Shoots 3 5.79 3.00 5.79 0.00 Standing Dead/Litter 4 3.93 3.00 3.93 0.00 Roots 5 2.38 3.00 2.38 0.00 Benthic algae 6 5.88 locT 5.88 0.00 N2 Fixers 7 Precipitation 8 Surface NH4 9 0.05 3.00 0.05 0.00 Surface NOx 10 0.06 3.00 0.06 0.00 Surface DON 11 Surface PN 12 0.01 2.00 0.01 0.00 Pore NOx 13 0.07 4.00 ' 0.07 0.00 1 Pore DON 14 Pore PN 15 2.89 3.00 2.89 0.00 Pore NH4 16 0,92 3.00 0.92 0.00 Groundwater 17 Inputs Reliability Factor Inputs FO-8 0 45 4.00 0.48 6.67 FO-17 0.00 0.04 FO-2 0.00 0.01 FO-7 1.00 4.00 1.00 0,00 FO-12 1.25 4.00 1.38 10.40 FO-9 17.38 3.00 13 88 -20,14 FO-10 21.73 3.00 19.46 -10.45 FO-11 0.00 0.01 Outputs Reliability Factor Outputs F15-0 4.00 4.00 5.16 29.00 Fl-0 0.00 0.01 F12-0 0.00 0.01 F9-0 15,22' 3.00 18 26 19.97 FlO-0 12.68 3,00 12.20 -3.79 Fll-0 0.00 0.01 R9-0 0.00 0.01 R13-0 0.60 4.00 0.60 0.00 Flows Reliability Factor Flows F8-12 0.00 0.01 F8-9 0.04 4.00 0.04 0.00 F8-10 0,07 4,00 0.07 0.00 F8-11 0.00 0.01 F17-16 0.00 0.01 F17-13 0.00 0.01 F17-14 0.00 0.01 F17-15 0.00 ÔÔT F12-1 4.13 1.00 ML -17.43 Fll-1 0.01 1.00 0.01 0.00 F3-2 0,28 icxT 0.28 0.00 F4-2 0.00 0.01 Fl-9 0.54 1.00 0.54 0.00 F2-9 0.00 0.01 Fl-15 0.06 1.00 0.78 1200.00 F16-6 5.00 4.00 5^ 0.00 FW 9.61 3.00 12.04 25.29 F13-5 ôôo^ 12,28 F16-5 15.46 166" 15.46' 0.00 F3-5 7.00 4^ 7.00 0.00 F3-9 0.62 1,00 06? 0.00 F5-16 0.00 0.01 F3-4 4.14 3.50 4 14 0.00 F4-15 6.35 3.33 4.13 -34.96 F15-16 84.00 4.00 31.09 -62.99 F14-16 20,21 4.00 0.02 -99 90 F16-13 4.00 ÂôïT 4.00: 0.00 F15-12 0.00 0.00 F12-15 1 25 4.00 1.25 0.00 F6-15 0.00 4.99 F7-16 1.00 4.00: 1,00 0.00 F6-2 0.00 0.01 F5-15 11.54 3.33 22.69 96 62 Fl-2 0.00 2.09 — F2-15 0.00 2.39 F9-10 4.00 1.33 9.92 F9-12 2.98 4.00 3.28 10.07 F13-10 631 4.00 6.31 0.00 F16-9 8.66 4.00 7.79 -10.05 F8-13 0.21 AOÔ 021 0.00 F8-14 0.00 ÔÔT F8-15 0.00 0.01 F8-16 0.12 4,00 0.12 0.00 FlO-13 6 31 3.00 14.97 137.24 Average 2,13 1.72 Final Balancing of the Phillips Creek High Model Compartment Standing Stock Reliability Factor Balanced Numbers % Difference Benthic filter feeders 1 1 Grazers/Nekton 2 Live Shoots 3 5.89 3.00 5.89 0.00 Standing Dead/Litter 4 4.28 4.28 0.00 Roots 5 1.10 3.00 1.10 0.00 Benthic algae 6 0.18 0.18 0.00 N2 Fixers 7 Precipitation 8 Surface NH4 9 0.05 3.00 0.05 0.00 Surface NOx 10 0.06 3.00 0.06 0.00 Surface DON 11 Surface PN 12 0.01 2.00 0.01 0.00 Pore NOx 13 0.05 3.66 0.05 0.00 Pore DON 14 Pore PN 15 Pore NH4 16 0.06 3.50 0.06 0.00 Groundwater 17 Inputs Reliability Factor Inputs FO-8 0 45 4.00 0.49 8.89 FO-17 0.00 0.04 FO-2 0 00 0.01 FO-7 1.00 4.00 1 10 10.00 FO-12 0.25 4 00 0.26 4.00 FO-9 3.48 3.00 3.48 0.00 FO-10 4.35 3.00 4.35 0.00 FO-11 0.00 0.02 Outputs Reliability Factor Outputs F15-0 4.00 4.00 3.53 -11.75 Fl-0 0.00 0.01 1 F12-0 0.00 ôôT F9-0 3.04 3.00 3.04 0.00 FlO-0 2.54 3.00 2.54 0.00 Fll-0 ÔÔÔ 0.01 R9-0 0.00 0.01 R13-0 0.60 4.00 0.60 0.00 Flows Reliability Factor Flows F8-12 0.00 0.01 F8-9 0.01 4.00 0.01 0.00 F8-10 0.01 4.00 0.01 0.00 F8-11 0.00 0.01 F17-16 0.00 0.01 F17-13 ôoô ÔÔT F17-14 0.00 0.01 F17-15 0.00 0.01 F12-1 0.00 0.02 Fll-l 0.00 0.02 209 F3-2 0.30 2.00 0.30 0.00 F4-2 0.00 0.01 Fl-9 0.00 0.01 F2-9 0.00 0.01 Fl-15 ÔÔÏ^ F16-6 0 15 1.00 0.02 -86,67 F5-3 14,65 13.18 -10.03 F13-5 0,00 6,47 F16-5 15.60 2.33 9.35 -40.06 F3-5 7.00 4.00 7.70 10.00 F3-9 0.96 1.00 0.96 0.00 F5-16 0.00 0.01 F3-4 2,05 3 00 4.22 105.85 F4-15 1.09 4,00 4,21 286.24 F15-16 11.63 4.00 11.63 0,00 F14-16 0.00 0 02 F16-13 3.94 4.00 3.55 -9.90 F15-12 0.00 0.00 F12-15 0.25 4.00 0.25 0.00 F6-15 0,00 0,01, F7-16 1.00 4.00 1.10 10.00 F6-2 0.00 0.01 F5-15 6.79 1.00 10.33 52,14 Fl-2 0.00 0.01 F2-15 0,00 0.33 F9-10 7.09 4.00 1.42 -79.97 F9-12 0.00 0.01 F13-10 0.00 0.01 F16-9 0.00 0.01 F8-13 0.27 4.00 0.27 0.00 F8-14 0.00 ôm F8-15 0.00 0.01 F8-16 0.16 4.00 0.16 0,00 FlO-13 3.25 Average 1.67 1.77