Abstract
Riparian zones are often used as best management practices due to their ability to remove nitrate (NO3−) from subsurface flow. Research suggests that beyond local biogeochemical controls, the impact of riparian zones on nitrogen removal and other functions, such as phosphorus dynamics and greenhouse gas emissions, largely depends on land-use/land-cover, hydrogeomorphology, and weather. In this study, we therefore present RZ-TRADEOFF, a novel and easily applicable model that connects multiple riparian functions and characteristics (NO3− and phosphate (PO43−), concentration and removal in subsurface flow, total phosphorus (TP) removal in overland flow, nitrous oxide (N2O), methane (CH4), and carbon dioxide (CO2) emissions, water table) to landscape hydrogeomorphic characteristics, weather, and land-cover/land-use. RZ-TRADEOFF was developed with data from past studies and digital databases, and validated with data collected from the literature. Three functions (water table, PO43− and CO2) were observed to be significantly influenced by climate/weather, while the others were primarily influenced by hydrogeomorphology and land use. The percent bias and normalized root mean square error respectively were −3.35% and 0.28 for water table, 16.00% and 0.34 for NO3− concentration, −7.83% and 20.82 for NO3− removal, 6.64% and 0.35 for PO43− concentration, 2.55% and 0.17 for TP removal, 40.33% and 0.23 for N2O, 72.68% and 0.18 for CH4, and −34.98% and 0.91 for CO2. From a management standpoint, RZ-TRADEOFF significantly advances our ability to predict multiple water and air quality riparian functions using easily accessible data over large areas of the landscape due to its scalability.
1. Introduction
Riparian zones (RZ) play a critical role in regulating the movement of nutrients from terrestrial to freshwater environments, and are often considered for use as best management practices (BMPs) to mitigate the impacts of agricultural and urban nitrate (NO3−) loading on water quality [1,2]. Studies have noted the potential for riparian zones to have NO3− removal efficiencies of 90% or greater [3,4,5]. However, N removal in riparian zones can vary widely depending on hydrology and geomorphology [6]. In riparian buffers across a European climate gradient, the hydraulic gradient and nitrate (NO3−) load were observed to have a greater impact on N removal than differences in weather or vegetation [7]. Similarly, results from a GIS modeling study showed that while vegetation is important, nutrient export is more strongly influenced by hydrology [8]. Therefore, to fully understand the management implications of riparian zones, the influence of hydrogeological attributes and their interactions with weather and land cover must be recognized and considered [9].
While research regarding the use of riparian zones as BMPs has largely focused on N removal, hydrogeomorphology can also influence other aspects of riparian zone biogeochemical functions. Phosphorus (P) loading contributes to water quality degradation, yet research on P retention in riparian zones, both in subsurface and overland flow, is far more limited [10]. In some cases, riparian zones have been noted to retain up to 50% of P input as soluble reactive phosphorus (SRP) in subsurface flow [2], while in others they act as a source of SRP [10]. For P in overland flow, total phosphorus (TP) retention rates have been linked to buffer width [11,12]. Slope has also been seen to influence TP removal, with low gradients that decrease flow retaining as much as 63% of overland flow phosphorus, while steep slopes show minimal or even negative phosphorus retention [13].
Riparian zones are also a small, yet important, natural source of greenhouse gases (GHGs) nitrous oxide (N2O), carbon dioxide (CO2), and methane (CH4) to the atmosphere [14,15,16]. Soil water content and flooding regimes, as determined by hydrogeomorphology and temperature, have been identified as dominant drivers of the production of both N2O and CH4 in riparian zones [17,18,19]. Within riparian zones susceptible to flooding, an inverse relationship between soil moisture and N2O emissions has been observed [20,21]. Meanwhile, manipulation of flooding regimes in constructed riparian wetlands showed that pulsing water regimes and a low static water table led to significantly lower emissions than in those that were continuously flooded [22]. Further, some riparian wetlands and peatlands function as long-term CO2 sinks [22], while others are a source of CO2 produced by root respiration, microbial activity, and the oxidation of organic matter [23].
Over the past few decades, several different modeling approaches described below have been used to evaluate the efficacy of riparian zones for water quality management [8,9,12,24,25,26,27,28,29,30]. In most cases, existing models for assessing riparian zone functions are however too simplistic (i.e., large error) or too complex (i.e., too hard to parameterize) for practical management-related use. The majority also focus solely on N removal without considering the impact of riparian zones on P or GHG emissions. These modeling approaches include conceptual models used to develop landscape-scale metrics linking N removal and sink function in riparian zones to permeable soil depth, soil texture, and slope [9,26,31]. Another approach is GIS modeling, used for instance by Baker et al. (2001) to predict subsurface riparian hydrology, which was then linked to nutrient export [8]. In another study, Dosskey and Qiu (2010) determined through GIS models that the optimal location for riparian zones can differ depending on whether placement based on topographic or soil indices is prioritized [30]. Process-based models, such as the Riparian Ecosystem Management Model (REMM), offer an alternative to conceptual or GIS based models [25]. REMM modeling suggests wider riparian buffers are more effective at NO3− removal and that changes in vegetation cover have limited impact on NO3− removal [27]. In general, REMM predicted riparian zone water table depths and NO3− concentrations are reported to be in good agreement with measured values [32], with one case showing a 25% difference between REMM predicted and measured surface flow nitrogen loads [28]. However, REMM has limitations, as it is unbounded and requires a large amount of site-specific data. Finally, a limited number of studies have also used statistical modeling to identify trends and quantify relationships between different riparian zone characteristics and functions. In one statistical meta-analysis, linear and non-linear regression models were developed to examine the relationship of N removal with buffer zone width and land cover type [29]. Results from the models showed that wider buffers are consistently more effective at removing N. Similarly, results from a statistical model developed by Zhang et al. (2010) showed that buffer width accounts for 44% and 35% of the variation in removal efficiency for N and TP in overland flow, respectively [12]. Results also indicate no effect of vegetation cover type [29] and a favorable slope condition of approximately 10% for N removal in overland flow [12].
Based on our current understanding of riparian functions and this short overview of existing riparian modeling approaches, we argue that the next generation of riparian models should be generalizable, easy to use, and address multiple contaminants. To this end, the objectives of this study were to: (1) Develop a set of comprehensive and generalizable statistical models (combined in one model in RZ-TRADEOFF) that can be used to predict not only NO3− concentration at the field edge and NO3− removal in riparian subsurface flow, but also phosphate (PO43−) concentration, GHG emissions (N2O, CO2, CH4), water table depth, and P removal (both in subsurface and overland flow) based on easily accessible hydrogeomorphic, land use/land cover, and weather/climate data; (2) Assess model accuracy through validation with additional data not used for model development, and (3) Create a user-friendly model interface that provides the model equations and allows the user to enter attributes and receive model predictions for a riparian zone of interest. RZ-TRADEOFF was developed for dominant riparian zone types primarily found in the formerly glaciated areas of the North American Northeast and Midwest, and was designed to only require digitally available data (see methods for details) as input data for the purpose of generability and ease of use. It is expected that the model presented here (RZ-TRADEOFF) will help land use managers evaluate water and/or air quality trade-offs in riparian zones and make informed decisions regarding the use of riparian zones for water quality management.
2. Materials and Methods
2.1. Model Development
Individual models included in RZ-TRADEOFF were developed using a database compiled from 27 studies published in peer reviewed journals and one conference presentation paper (Table 1). The database was populated primarily by original data collected and published by the co-authors of this study. We believe this was the most efficient way to build the database because most other sources, including published studies, generally only provide aggregated values and/or limited hydrogeomorphic information about study sites [26]. Altogether, the original dataset spanned 88 data years and 30 sample sites representing the dominant riparian zone types found in Southern Ontario (Canada) and the US Northeast and Midwest regions (Table 1, Table 2). The data published by the co-authors of this study were supplemented with additional data retrieved from six different peer reviewed studies and a conference presentation paper reporting values for total phosphorus (TP) removal in overland flow. These studies were conducted in a similar geographic region as the original data, with sites in Iowa, Kansas, Ontario, and Maryland, except for one site located in North Carolina (Table 1).
Table 1.
Summary of studies used to obtain data for the development of individual models for each riparian function included in the riparian zone (RZ)-TRADEOFF water and air quality model. One site per study used unless indicated otherwise.
Table 2.
Summary of data used for the development of individual models in RZ-TRADEOFF.
The database contained measurements for 6 riparian biogeochemical functions (CO2, CH4, and N2O fluxes at the soil–atmosphere interface, NO3− and PO43− percent removal in subsurface flow, and TP removal in overland flow), water table depth, and NO3− and PO43− concentrations at the field edge, which represent input from the upland area into the riparian buffer. Nitrate and PO43− removal were only considered in subsurface flow since research suggests subsurface flow is the primary transport mechanism for both PO43− and NO3− in riparian zones [6,26,56,57,58]. The 14 attribute characteristics in the database were buffer width, confining layer at each site and immediate upland area, dominant soil type at each site and immediate upland area, surficial geology (i.e., glacial till, outwash, alluvium), seeps, topography (topography type at the site, overall slope, and edge of field slope), land cover at each site and in the immediate upland area, 30-year mean normal temperature, and 30-year mean normal precipitation. The database also included 13 weather variables (total 1, 7, 14, 30 day antecedent precipitation, mean 7, 14, 30 day antecedent precipitation, maximum and minimum 1 day temperature, mean 1, 7, 14, and 30 day antecedent temperature) calculated by RZ-TRADEOFF from daily temperature and precipitation values entered by the user. Data collected by the co-authors were entered in both summary form (averaged yearly values) and original form (daily values), while the additional TP data were only recorded in summary form as provided by the literature. The weather data were collected from the nearest National Weather Service cooperative observer program station, the National Climate Data Center (NCDC) online database, or the Government of Canada Historic Climate database. Categorical attribute variables (soil type, land cover, topography type, and geology) were coded with numeric values for the purpose of using them as dummy categorical variables in the model. The soil type variables were coded in order of increasing hydraulic conductivity, with 1 for peat and 24 for coarse sand gravel. Upland land cover was coded from 1 for forested to 5 for fertilized agricultural land to reflect potential impacts on water quality with respect to nitrogen, and the site land cover was coded from 1 for herbaceous to 20 for softwood forests to reflect the typical vegetation gradient observed in riparian zones. The topography variable was coded from 1 for flat to 3 for depressed topography. If not directly known by the user, the data described above can be obtained for use in the model from web sources including the United States Department of Agriculture Natural Resources Conservation Service (USDA-NRCS) web soil survey (https://websoilsurvey.sc.egov.usda.gov) for soil/surficial geology, the NCDC database (https://www.ncdc.noaa.gov/cdo-web/) for weather data, various digital elevation models (DEM) (e.g., National Digital Elevation dataset or Lidar derived DEMs where available) for topography, the National Land Use/Land Cover (LULC) dataset for LULC information, or satellite photography for individual sites when needed (e.g., Google Earth).
Individual models were developed from data subsets for each function using the PAST statistical software package [59]. Statistical methods such as principal component analysis (PCA) and correlation analysis were used to reduce data dimensionality and identify influential attributes and weather variables. Specifically, PCA was used to determine the combination of variables that explained dataset variability (and implicitly those that don’t), while correlation analyses were used to identify and analyze the strength of linear relationships between riparian zone attributes and functions, and eliminate independent variables that were highly correlated (see below) from the list of candidate variables for model development. Linear correlations with a p-value of less than 0.05 were considered significant. To avoid any instances of multicollinearity, correlations between attributes with a correlation coefficient (R2) of 0.8 or higher were considered strongly correlated and were not used together in the models. Together, PCA and correlation analysis therefore allowed us to reduce the number of candidate variables for model development and start model development with only variables that have the potential to affect variability in the dataset without being auto-correlated. Subsequently, linear regression models were built using the influential attributes from the PCA and correlation analysis, with backwards elimination used to identify significant predictors (p < 0.05) and estimate coefficients. The final models were selected and assessed based on goodness of fit represented by adjusted R2 (adjR2) values to reduce over-fitting the model as would occur if simple R2 values were used [60].
Bivariate models were also considered in cases when initial data analysis (PCA, correlation) showed a strong relationship between only one attribute or weather variable, and a riparian zone function or characteristics. Depending on the type of relationship observed, bivariate linear, Michaelis–Menten, exponential, and logarithmic models were tested with the best fit determined by likelihood using Akaike’s Information Criterion (AIC) values. If no significant hydrogeomorphic, land use/land cover, or weather predictors were identified, the mean was calculated from the development data and reported as a constant value.
2.2. Model Validation
The predictive ability of the RZ-TRADEOFF model was validated using additional independent data from the published literature (See Table 3 and Table 4 for a complete list of validation data). Remaining consistent with the development data, most of the validation sites were located in the Midwest and Northeast regions of the United States. However, since the availability of data for some riparian zone functions reported in a format that was appropriate for the models was limited, the geographic region was expanded to include a few sites in Northeastern Europe and one site in North Carolina. We argue that the European sites were appropriate to use for validation as they were located in previously glaciated settings and currently have a similar climate and geography than that of the area of interest in North America. If all the characteristics necessary for a model were not reported in the study, the information was retrieved from the USDA-NRCS Web Soil Survey for attribute data (https://websoilsurvey.sc.egov.usda.gov), and either the NCDC (https://www.ncdc.noaa.gov/cdo-web/) or the Government of Canada Historic Climate database (http://climate.weather.gc.ca/) for climate/weather data using the weather stations closest to the location of the study site.
Table 3.
Summary of studies used to obtain data for the validation of the individual models included in the RZ-TRADEOFF water and air quality model.
Table 4.
Summary of data used to validate the individual models in RZ-TRADEOFF.
Percent bias (PBIAS) between the model output and the actual values of the validation data was calculated and used as a measure of model accuracy [85,86,87]. Root mean square error (RMSE), which accounts for the range of actual values was used as an additional accuracy measure [88]. The normalized RMSE was also calculated by dividing the RMSE by the range to allow for a comparison of error between models [89]. Mean absolute percent error (MAPE) was also calculated and used to represent model precision. Nash–Sutcliffe coefficients were not used because they require multiple observations from one site, whereas the studies used for validation commonly reported aggregated data [86]. To further increase accuracy, the models were calibrated based on PBIAS. The average PBIAS of a randomly selected two-thirds of the validation observations for a model was calculated and rounded to the nearest 10%. Model outputs were then increased (or decreased if negative) by the calculated percentage for the entire validation dataset. If the average PBIAS was improved by the calibration, the percent change was kept as a calibration factor for the final model [90].
2.3. RZ-TRADEOFF User Interface Development
A user-friendly interface for RZ-TRADEOFF was created in Excel [91] for the purpose of allowing users to easily apply RZ-TRADEOFF. Model information, the RZ-TRADEOFF model, and the user interface can be accessed at https://dataverse.harvard.edu/dataverse/esf. The RZ-TRADEOFF Excel interface allows the user to input attribute and weather variables and calculates the predicted values using the individual model equations. In addition, RZ-TRADEOFF provides supplementary calculations based on the model output including minimum and maximum model value for uncertainty analysis by the user, GHG output converted to CO2 equivalents, groundwater flux, NO3− flux, and the mass of NO3− removed. Specifically, RZ-TRADEOFF is programmed to calculate the groundwater flux between the field edge and the stream using the one-dimensional form of Darcy’s law: q = Ks(δh/lδ)Z per unit length of a stream bank. In this equation, q is the water flux (L day−1) per meter of stream length. Ks is the saturated soil hydraulic conductivity (m day−1) and is entered by the user either based on field measurement (if available) or based on soil texture class [92]. In addition, δh/δl is the topographic gradient as a proxy for water table gradient [93], and Z is the effective flow depth (confining layer depth minus water table depth) in meters. The flux is expressed over 1 meter of stream length and a unit conversion factor. The NO3−-N flux entering the riparian zone is then calculated as the groundwater flux multiplied by the model predicted NO3− concentration at the field edge. The mass of NO3− -N removed across the riparian zone (N sink) is calculated as the NO3− flux entering the riparian zone multiplied by the model predicted percent NO3− removal in subsurface flow. The N sink values calculated by the model are assigned a rank of small (<0.1 g N d−1 m−1 stream length), medium (0.1–1 g N d−1 m−1 stream length), or large (>1 g N d−1 m−1 stream length) based on known variability in N sink values from the literature [10,26]. RZ-TRADEOFF also calculates all GHG flux values in CO2 equivalents using the Intergovernmental Panel on Climate Change (IPCC) methodology and CO2, N2O, and CH4 global warming potentials of 1, 298, and 25, respectively [94].
3. Results
3.1. RZ-TRADEOFF Model Structure and Equations
Hydrogeomorphic attributes frequently observed to have a significant influence on the modeled variables were soil type, slope, land cover type, and depth to confining layer (Table 5). Four of the models, CO2, PO43−, and NO3− concentration at the field edge, and water table depth were influenced by temporal variables (Julian day, temperature, or precipitation), and thus will produce output values that vary by date. For the other riparian zone functions, temporal variables were not observed to be significant and are predicted with models using only static geomorphic or land use/land cover characteristics. Therefore, the model outputs are not dependent on time of year/date.
Table 5.
Description of individual models for each riparian function represented in the RZ-TRADEOFF water and air quality model.
The water table depth model developed for RZ-TRADEOFF is a linear model including two temporal and four hydrogeomorphic variables (AdjR2 = 0.65). The output will vary by date, since two temporal variables (mean 30-day antecedent temperature and mean 14-day antecedent precipitation) were significant in the model. The land use/land cover and hydrogeomorphic characteristics in the water table depth model were land cover, soil type, confining layer depth at the site, and topography type (Table 5).
The N related components of RZ-TRADEOFF included linear models for NO3− removal in subsurface flow and NO3− concentration at the field edge as well as calculations for NO3− flux and mass of N removed (N sink strength). The six predictor-variables in the NO3− removal model in the subsurface accounted for 43.5% of the variability in the model (Table 5). This model was largely influenced by land cover in the upland, soil type, and slope. The four significant land use/land cover and hydrogeomorphic variables in the NO3− concentration model (AdjR2 = 0.38) were confining layer depth, field edge slope, soil type at the site, and land cover in the upland (Table 5). While the NO3− concentration model did not include any weather variables, Julian day was observed to have a significant effect, thus indicating that the NO3− concentration will vary depending on the time of year.
Three separate P related models were developed for TP removal in overland flow, PO43− concentration at the field edge, and PO43− removal in subsurface flow. TP removal was best estimated by a logistic model, where the removal percentage increases with increasing riparian width (Table 5). The PO43− concentration at the field edge model had an AdjR2 value of 0.29 and was driven by confining layer depth at the site and mean 30-day antecedent temperature (Table 5). No significant model (p < 0.05) could be developed from the database for PO43− removal in subsurface flow, which means that the variables used in our database cannot explain PO43− removal and that the mean of the observed values is therefore the best predictor based on the data available (Table 5).
Greenhouse gas models were developed for N2O, CH4, and CO2 emissions at the soil atmosphere interface in riparian zones. Nitrogen oxide emissions were best predicted by a bivariate linear model, as the confining layer depth in the upland was observed to be the sole variable with significant influence (Table 5). Methane was best predicted by two separate models for peat sites and non-peat sites. A Michaelis–Menten model driven by soil type at the site was used for CH4 emissions in non-peat sites while emissions in peat sites were represented by a constant value (Table 5). The CO2 emission model is a linear model driven by two weather/climate variables, with emissions increasing with both higher normal annual temperature and mean 30-day antecedent temperature (Table 5).
3.2. Model Validation
Data compiled from a total of 33 independent published studies (i.e., not used for model development; Table 3 and Table 4) were used to validate each of the models included in RZ-TRADEOFF. Four different error values (PBIAS, mean absolute percent error (MAPE), RMSE, and normalized RMSE) were calculated to assess and compare the models (Table 6). The PBIAS calculated from the validation observations ranged from −34.98% for the CO2 model to 72.68% for the CH4 (Table 6). The MAPE ranged from 6.75% for TP removal to 100.10% for N2O (Table 6). The models with the lowest PBIAS and MAPE values overall, and therefore the most accurate and precise, were TP removal (PBIAS 2.54%; MAPE 6.75%) and NO3− removal (PBIAS −7.83%; MAPE 18.73%). The TP removal and CH4 models had the lowest relative error as represented by the normalized RMSE, with values of 0.17 and 0.18. All three GHG models had high PBIAS and MAPE values compared to the other models (Table 6). However, RMSE values were low for both N2O and CH4 models at 0.23 and 0.18 respectively, while high for CO2 at 0.91 (Table 6).
Table 6.
Error values of the individual models included in RZ-TRADEOFF.
4. Discussion
4.1. To What Extent Does RZ-TRADEOFF Contribute to Improving Riparian Zone Water Table and Groundwater Flow Modeling?
RZ-TRADEOFF includes the first empirical model for estimating water table depth in riparian zones. Additionally, RZ-TRADEOFF uses the water table depth estimates and Darcy’s law to calculate the groundwater flux in the riparian zone in a field-to-stream direction. By only using landscape scale variables, the RZ-TRADEOFF water table model presents an alternative complement to REMM, which can simulate water table depth, surface runoff, and hydrologic budgets, but requires finer-scale variables such as infiltration and soil moisture. In a study by Inamdar et al. (1999) [95], the mean absolute residual error between REMM simulated water table depths and actual values was 0.27 m and 0.14 m for two separate sites. The mean absolute residual error for the RZ-TRADEOFF water table model is somewhat less favorable at 0.64 m (data not shown in this format in Table 6). However, this represents the error of the model when applied to several sites, not one individual site as in the Inamdar et al. study [95]. These numbers are therefore not directly comparable. Furthermore, the low PBIAS of −3.35% indicates that the RZ-TRADEOFF predicted values are in good agreement with the observed values. Ultimately, because the water table model in RZ-TRADEOFF has a good model performance (i.e., low PBIAS = −3.35%), RZ-TRADEOFF is likely to be useful to estimate water table depth values for multiple dates and sites across broad areas, even though the precision on a site-per-site basis is only moderately good (i.e., MAPE = 39.56%).
4.2. To What Extent Does RZ-TRADEOFF Advance Our Ability to Predict N Related Riparian Functions?
The RZ-TRADEOFF models for NO3− concentration at the field edge and percent NO3− removal in the subsurface and the calculations for the N sink function using Darcy’s law together improve on previous modeling efforts with regards to riparian N related functions. For instance, the meta-analysis conducted by Mayer et al. (2007) presented several non-linear bivariate regression models that assess the individual influence of width, vegetation type, and flow path on NO3− removal [29]. RZ-TRADEOFF builds on these models by incorporating buffer width and land cover type, as well as additional variables such as soil type and slope, into one linear model for predicting NO3− removal in subsurface flow. This linear NO3− removal model has an AdjR2 value of 0.45, improving on the AdjR2 values of the Mayer et al. (2007) models ranging from 0.00–0.39. RZ-TRADEOFF also compares favorably and offers some management advantages to the data-intensive REMM model [29]. For NO3− concentration, Tilak et al. (2014) found that the RMSE for REMM predicted values ranged from 1.04–5.92 mg L−1 [32]. The RZ-TRADEOFF RMSE value for NO3− concentration at the field edge was consistent with the midpoint of this range at 3.7 mg L−1, but RZ-TRADEOFF is less data intensive than REMM. Inamdar et al. (1999) found that REMM simulations of surface N flow load range from one standard deviation to a full order of magnitude difference from the actual values [95]. Additional studies have conducted sensitivity analyses [27] as well as tested the ability of REMM to simulate total Kjeldahl nitrogen load during storm events [28]. However, there are no studies that we know of that assess the accuracy and precision of REMM in simulating subsurface NO3− removal. Although comparison data are scarce, comparison with existing models suggests that the N components of the RZ-TRADEOFF model are an improvement over existing model offerings because of better model performance and/or by generating a broader range of N related outputs. In addition, the accuracy and the RMSE of the model are good for NO3− removal and NO3− concentration at the field edge, suggesting again that one of the primary benefits of RZ-TRADEOFF for estimating N related functions might be for watershed management for many sites (easy-to-use, good accuracy).
4.3. How Does RZ-TRADEOFF Improve Our Ability to Estimate P Dynamics in Riparian Zones?
RZ-TRADEOFF is also the first empirical model with the ability to predict PO43− concentration at the field edge, TP removal in overland flow, and PO43− removal in subsurface flow. As there are no models for PO43− concentration or PO43− removal, there is no basis to compare the results of RZ-TRADEOFF with respect to these functions. Overall, however, the TP model is both highly accurate and precise, with PBIAS and MAPE <10% and a low normalized RMSE value. Based on the PBIAS and MAPE, the PO43− concentration model has high accuracy but low precision. Indeed, subsurface PO43− removal is reported as constant mean value. This does not imply that the PO43− removal efficiency of all riparian zones is identical, but instead that the mean is a better estimate than a model prediction. This is consistent with literature findings that show a wide variability in riparian zone PO43− removal capacity. In Liu et al. (2014), for instance, one riparian site was observed to be a source of SRP with increased outputs ranging from 1100% to 44% above field edge values, while another had removal efficiency between 32–63% [10]. Other cases show riparian zones increasing SRP as much as 3650% [4] and removals of up to 50% [95]. With respect to TP removal in overland flow, Zhang et al. (2010) modeled the relationship between buffer width and TP removal and predicted a maximum removal efficiency of 89.5% within the buffer width range of 20–25 m [12]. RZ-TRADEOFF predicts a TP removal of 93% for riparian zones that are 20–25 m wide. Both RZ-TRADEOFF and the model developed by Zhang et al. (2010) show the importance of buffer width in predicting the removal efficiency of TP in overland flow and suggest that relatively short buffers (i.e., 20–25 m) are expected to have removal efficiencies near 90% [12]. Overall, the TP removal in the overland flow model has very good model performance, suggesting it is highly effective at providing estimates at both the single-site and watershed scale. The PO43− concentration model however, is more accurate than precise, and may be more useful when applied at the watershed scale.
4.4. What is the Extent of RZ-TRADEOFF’s Ability to Estimate the Air Quality Impacts of Riparian Zones?
RZ-TRADEOFF provides a novel method of estimating N2O, CH4, and CO2 fluxes from riparian zones to the atmosphere. Due to unique hydrologic and biogeochemical conditions, riparian zones can be potential hotspots of soil-to-atmosphere emissions of natural GHGs [39]. Because of the prominence of climate change as an environmental issue, the potential increase in natural GHG emissions are an important factor to account for when considering the use of riparian buffers for water quality management. When used together with the N and P models, predictions from the RZ-TRADEOFF GHG models allow for the assessment of trade-offs with regards to the air quality and water quality impacts of riparian zones. All three GHG models are less accurate and less precise than those for other variables in RZ-TRADEOFF. The CO2 model has the most favorable PBIAS and MAPE, however the normalized RMSE is quite high in comparison to the range, indicating a relatively high residual error. Conversely, while the CH4 Michaelis–Menten model for non-peat sites has the highest PBIAS and MAPE, the normalized RMSE is low, suggesting a small residual error due to the wide range of variability of CH4 fluxes (4 orders of magnitudes). A constant is used for CH4 fluxes in peat sites because the values in the development dataset were much higher (>600 mg m−2 d−1) than that of the non-peat sites (−0.5–26.67 mg m−2 d−1). Therefore, including the peat sites in the Michaelis–Menten model would reduce its sensitivity for the other sites. Some studies report mean peatland CH4 emission values lower than 50 mg m−2 d−1 [96,97], while others are between 100–200 mg m−2 d−1 [98,99]. A synthesis by Turetsky et al. (2014) meanwhile reported mean fluxes across several peatlands ranging from 93.0–96.3 mg m−2 d−1 with maximum values from 1328.2–5722.3 mg m−2 d−1 [100]. This range and variability of fluxes is not captured by the development dataset, therefore the constant value reported here for CH4 emissions may not present a wholly accurate representation of CH4 emission in peat dominated riparian zones. Though the model performance of the RZ-TRADEOFF GHG models are highly varied and likely unsatisfactory in the case of the CH4 peat model, the GHG components of the RZ-TRADEOFF model for N2O, CO2, and CH4 non-peat sites nevertheless provide an important advancement in our ability to predict the air quality impacts of riparian zones. Further, the residual error and accuracy based on the RMSE is low for the N2O and CH4 models, indicating that these two models may provide useful estimates at the watershed scale nonetheless.
Of note is the positive correlation between N2O emissions and confining layer depth in our model (see Table 5). Several studies have noted that groundwater fluctuations and flooding regimes influence N2O emissions strongly in riparian zones [20,101]. Considering the known influence of upland confining layer depth on riparian water table dynamics [51,102], it is therefore logical that from a statistical standpoint, upland confining layer depth is important at controlling riparian N2O emissions.
4.5. What Are the Implications and Applications of RZ-TRADEOFF?
The RZ-TRADEOFF model uses easy to obtain land use/land cover, hydrogeomorphic characteristics, and weather data to predict multiple key riparian zone functions and characteristics that can be used to assess trade-offs both within and between riparian zones. RZ-TRADEOFF builds off the wide body of literature documenting the importance of land use, riparian hydrogeomorphology, and weather at regulating riparian functions by quantifying the effects of these variables on key riparian functions. RZ-TRADEOFF also expands on previous models, such as those developed by Mayer et al. (2007) to incorporate models for P, GHGs, and water table depth in addition to NO3− removal [29]. The comprehensiveness of RZ-TRADEOFF advances our modeling ability by simultaneously estimating the efficacy of a specific riparian zone at, for instance, removing agricultural N runoff as well as any potential negative impacts such as GHG emissions. The ease with which the model can be applied from using digitally available data also allows for the application of the model to only one site but to multiple sites at the watershed scale.
Further, model output from RZ-TRADEOFF for theoretical “design” buffers can also be compared to determine which characteristics would be the most appropriate based on site characteristics and individual management goals so management guidelines for specific riparian buffer types can be developed [103]. For instance, in areas where implementing buffers is an issue due to their large footprint, RZ-TRADEOFF can identify the minimum width required to meet a desired NO3− removal efficiency. In regions such as the Chesapeake Bay area where buffers need to be implemented at a large scale, the model can be used to select the optimal locations for placement. If limiting air quality impacts is a management priority, the model output can assist in determining the characteristics and size required to keep GHG below a set limit while also maintaining any desired water quality benefits. In this way, applying RZ-TRADEOFF to identify potential sites and characteristics of interest can help prioritize where to conduct further analysis, and ultimately reduce the need for extensive field measurements and data collection.
RZ-TRADEOFF is also novel in its user accessibility. The model interface is an Excel spreadsheet in which site characteristics and weather data can be directly entered. As opposed to process-based models, RZ-TRADEOFF does not rely on hard to obtain parameters such as streamflow and sediment load data nor does it require extensive calibration. Furthermore, all the characteristics required to run the model are digitally available for free online through organizations such as the USDA-NRCS and the National Weather Service and can be readily accessed if the user does not have this information in their own records (see details on how to access these data in the RZ-TRADEOFF model accessible at https://dataverse.harvard.edu/dataverse/esf). The Excel spreadsheet format also allows the model results to be easily copied and exported. This provides the ability for the model output to be further analyzed with other statistical software to meet the needs of each user.
4.6. What Are the Limitations of RZ-TRADEOFF?
The primary limitation of RZ-TRADEOFF in its current state is the high uncertainty of the individual models. The N2O, PO43− concentration, and CO2 models have low (<0.3) adjR2 values, with the best goodness-of-fit being an adjR2 of 0.65 for the water table model (Table 5). While these results are an improvement over previous modeling efforts, the low adjR2 values for many of the models indicate that there is still substantial variability not accounted for by RZ-TRADEOFF. This suggests there may be high uncertainty associated with model output obtained when applying RZ-TRADEOFF. Additional uncertainty may exist because of the input dataset used to develop the RZ-TRADEOFF models containing data for many variables from a relatively limited number of sites. Uncertainty that could result from the large number of variables in the development dataset was however addressed during the initial phase of the analysis by conducting PCA and correlation analysis to reduce the dimensionality of the dataset prior to model development [104,105]. Another limitation of RZ-TRADEOFF is that the models were developed from data collected from sites in the Northeast and Midwest and is therefore only applicable to riparian sites located in these regions. Further, the Northeast and Midwest are in themselves large geographic areas, and it is certainly possible that there are riparian sites with conditions and characteristics not captured by the sites included development dataset. This inherent natural variability in riparian buffers may not be accounted for in RZ-TRADEOFF, resulting in further uncertainty.
Due to these limitations, RZ-TRADEOFF may not be appropriately applicable to all riparian sites, or for addressing all management related concerns. Though we maintain that RZ-TRADEOFF can be a highly useful tool for predicting riparian functions, we also stress that users be aware of the limitations associated with RZ-TRADEOFF. The uncertainties associated with the models should be thoroughly considered when applying RZ-TRADEOFF and using the model predictions to inform management decisions.
5. Conclusions
An important step in the future will be to engage and collaborate with colleagues to test and optimize individual models within RZ-TRADEOFF. Improving RZ-TRADEOFF beyond its current state is key in further enhancing our ability to predict riparian zone functions considering the remaining uncertainty in the model. The format of RZ-TRADEOFF and the development database allows it to be easily updated with new data, thus additional riparian site information can be added to the database and individual models reworked in the future as necessary. For instance, if more efficient models are developed in future studies, the spreadsheet equations in RZ-TRADEOFF can be updated to a version that reflects the changes. While there are some limitations and uncertainty in the RZ-TRADEOFF models, the results of this analysis are important in highlighting the influence of hydrogeomorphology relative to weather for most riparian functions.
Author Contributions
Y.T.H., as the primary author, was instrumental in developing the model and writing the manuscript. P.G.V., A.J.G., S.M.P. and K.A.L., as co-authors and principal investigators on the USDA-NIFA award funding this work were instrumental in designing the model, working with graduate student Hassanzadeh toward the development of the model, and significantly contributed to the writing of this document. All authors approved the submission of this manuscript.
Funding
This research was funded by USDA-NIFA Award # 2015-67019-23586 to Vidon P., Gold A., Lowrance, R., Addy, K., Pradhanang, S., and Beier, C. The views and opinions expressed in this paper only represent those of the authors, and not necessarily those of USDA-NIFA.
Conflicts of Interest
The authors declare no conflicts of interest.
References
- Dosskey, M.G. Toward quantifying water pollution abatement in response to intstalling buffers on crop land. Environ. Manag. 2001, 28, 577–598. [Google Scholar] [CrossRef]
- Daniels, R.B.; Gilliam, J.W. Sediment and chemical load reduction by grass and riparian filters. Soil Sci. Soc. Am. J. 1996, 60, 246–251. [Google Scholar] [CrossRef]
- Peterjohn, W.T.; Correll, D.L. Nutrient dynamics in an agricultural watershed: Observations on the role of a riparian forest. Ecology 1984, 65, 1466–1475. [Google Scholar] [CrossRef]
- Jordan, T.E.; Correll, D.L.; Weller, D.E. Nutrient interception by a riparian forest receiving inputs from adjacent cropland. J. Environ. Qual. 1993, 22, 467–473. [Google Scholar] [CrossRef]
- Martin, T.; Cook, S.; Nduhiu, J.; Kaushik, N.; Whiteley, H. Groundwater nitrate concentrations in the riparian zones of two southern Ontario streams. Can. Water Resour. J. 1999, 24, 125–138. [Google Scholar] [CrossRef]
- Hill, A.R. Nitrate removal in stream riparian zones. J. Environ. Qual. 1996, 25, 743–755. [Google Scholar] [CrossRef]
- Sabater, S.; Butturini, A.; Clement, J.C.; Burt, T.; Dowrick, D.; Hefting, M.; Maitre, V.; Pinay, G.; Postolache, C.; Rzepecki, M.; et al. Nitrogen removal by riparian buffers along a European climatic gradient: Patterns and factors of variation. Ecosystems 2003, 6, 20–30. [Google Scholar] [CrossRef]
- Baker, M.E.; Wiley, M.J.; Seelbach, P.W. GIS-based hydrologic modeling of riparian areas: Implications for stream water quality. J. Am. Water Resour. Assoc. 2001, 37, 1615–1628. [Google Scholar] [CrossRef]
- Gold, A.J.; Groffman, P.M.; Addy, K.; Kellogg, D.Q.; Stolt, M.; Rosenblatt, A.E. Landscape attributes as controls on ground water nitrate removal capacity of riparian zones. J. Am. Water Resour. Assoc. 2001, 37, 1457–1464. [Google Scholar] [CrossRef]
- Liu, X.; Vidon, P.; Jacinthe, P.A.; Fisher, K.; Baker, M. Seasonal and geomorphic controls on N and P removal in riparian zones of the US Midwest. Biogeochemistry 2014, 119, 245–257. [Google Scholar] [CrossRef]
- Abu-Zreig, M.; Rudra, R.P.; Whiteley, H.R.; Lalonde, M.N.; Kaushik, N.K. Phosphorus removal in vegetated filter strips. J. Environ. Qual. 2003, 32, 613–691. [Google Scholar] [CrossRef] [PubMed]
- Zhang, X.; Liu, X.; Zhang, M.; Dahlgren, R.A.; Eitzel, M. A review of vegetated buffers and a meta-analysis of their mitigation efficacy in reducing nonpoint source pollution. J. Environ. Qual. 2010, 39, 76–84. [Google Scholar] [CrossRef] [PubMed]
- Dillaha, T.A.; Sherrard, J.H.; Lee, D.; Mostaghimi, S.; Shanholtz, V.O. Evaluation of vegetative filter strips as a best management practice for feed lots. J. Water Pollut. Control 1988, 60, 1231–1238. [Google Scholar]
- Mander, Ü.; Maddison, M.; Soosaar, K.; Karabelnik, K. The impact of pulsing hydrology and fluctuating water table on greenhouse gas emission from constructedwetlands. Wetlands 2011, 31, 1023–1032. [Google Scholar] [CrossRef]
- Soosaar, K.; Mander, Ü.; Maddison, M.; Kanal, A.; Kull, A.; Lõhmus, K.; Truu, J.; Augustin, J. Dynamics of gaseous nitrogen and carbon fluxes in riparian alder forests. Ecol. Eng. 2010, 37, 40–53. [Google Scholar] [CrossRef]
- Morse, J.L.; Ardón, M.; Bernhardt, E.S. Greenhouse gas fluxes in southeastern U.S. coastal plain wetlands under contrasting land uses. Ecol. Appl. 2012, 22, 264–280. [Google Scholar] [CrossRef]
- Hefting, M.; Bobbink, R. Nitrous oxide emission and denitrification in chronically nitrate-loaded riparian buffer zones. J. Environ. Qual. 2003, 32, 1194–1203. [Google Scholar] [CrossRef]
- Jacinthe, P.A.; Lal, R. Effects of soil cover and land use on the relations flux concentration of trace gases. Soil Sci. 2004, 169, 243–259. [Google Scholar] [CrossRef]
- Sha, C.; Mitch, W.J.; Mander, U.; Lu, J.; Baston, J.; Zhang, L.; He, W. Methane emissions from freshwater riverine wetlands. Ecol. Eng. 2011, 37, 16–24. [Google Scholar] [CrossRef]
- Jacinthe, P.A.; Bills, J.S.; Tedesco, L.P.; Barr, R.C. Nitrous oxide emission from riparian buffers in relation to vegetation and flood frequency. J. Environ. Qual. 2012, 41, 243–259. [Google Scholar] [CrossRef]
- Lazar, J.G.; Welsh, M.K.; Addy, K.; Gold, A.J.; Groffman, P.M. Resurgent beaver ponds in the Northeastern U.S. Implications for greenhouse gas emissions. J. Environ. Qual. 2014, 43, 1844–1852. [Google Scholar] [CrossRef]
- Altor, A.E.; Mitch, W.J. Methane and carbon dioxide dynamics in wetland mesocosms: Effects of hydrology and soils. Ecol. Appl. 2008, 18, 1307–1320. [Google Scholar] [CrossRef]
- Raich, J.W.; Schlesinger, W.H. The global carbon dioxide flux in soil respiration and its relationship to vegetation and climate. Tellus 1992, 44, 81–99. [Google Scholar] [CrossRef]
- Gold, A.J.; Kellogg, D.Q. Modelling interrnal processes of riparian buffer zones. In Processes and Potential of Buffer Zones in Water Protection; Haycock, N.E., Burt, T., Goulding, K., Pinay, G., Eds.; Quest Environmental: Harpenden, UK, 1997; pp. 192–207. [Google Scholar]
- Lowrance, R.; Altier, L.S.; Williams, R.G.; Inamdar, S.P.; Sheridan, J.M.; Bosch, D.D.; Hubbard, R.K.; Thomas, D.L. REMM: The riparian ecosystem management model. J. Soil Water Conserv. 2000, 55, 27–34. [Google Scholar]
- Vidon, P.; Hill, A.R. Landscape controls on nitrate removal in stream riparian zones. Water Resour. Res. 2004, 40, 1–14. [Google Scholar] [CrossRef]
- Graff, C.D.; Sadeghi, A.M.; Lowrance, R.R.; Williams, R.G. Quantifying the sensitivity of the riparian ecosystem management model (REMM) to changes in climate and buffer characteristics common to conservation practices. Trans. ASAE 2005, 48, 1377–1387. [Google Scholar] [CrossRef]
- Bhat, S.; Hatfield, K.; Jacobs, J.M.; Lowrance, R.R.; Williams, R.G. Surface runoff contribution of nitrogen during storm events in a forested watershed. Biogeochemistry 2007, 85, 253–262. [Google Scholar] [CrossRef]
- Mayer, P.M.; Reynolds, S.K., Jr.; McCutchen, M.D.; Canfield, T.J. Meta-analysis of nitrogen removal in riparian buffers. J. Environ. Qual. 2007, 36, 1172–1180. [Google Scholar] [CrossRef]
- Dosskey, M.G.; Qui, Z. A comparison of alternative methods for prioritizing buffer placement in agricultural watersheds for water quality improvement. In Proceedings of the International Conference on Precision Agriculture, Denver, CO, USA, 18–21 July 2010. [Google Scholar]
- Lowrance, R.; Altier, L.S.; Newbold, J.D.; Schnabel, R.R.; Groffman, P.M.; Denver, J.M.; Correll, D.L.; Gilliam, J.W.; Robinson, J.L.; Brinsfield, R.B.; et al. Water quality functions of riparian forest buffers in Chesapeake Bay watersheds. Environ. Manag. 1997, 21, 687–712. [Google Scholar] [CrossRef]
- Tilak, A.S.; Burchell, M.R., II; Youssef, M.A.; Lowrance, R.R.; Williams, R.G. Field testing the riparian ecosystem management model on a riparian buffer in the North Carolina coastal plain. J. Am. Water Resour. Assoc. 2014, 50, 665–683. [Google Scholar] [CrossRef]
- Addy, K.; Gold, A.J.; Groffman, P.M.; Jacinthe, P.A. Ground water nitrate removal in subsoil of forested and mowed riparian buffer zones. J. Environ. Qual. 1999, 28, 962–970. [Google Scholar] [CrossRef]
- Addy, K.; Kellogg, D.Q.; Gold, A.J.; Groffman, P.M.; Ferendo, G.; Sawyer, C. In situ push-pull method to determine ground water denitrifiction in riparian zones. J. Environ. Qual. 2002, 31, 1017–1024. [Google Scholar] [CrossRef] [PubMed]
- Duval, T.P.; Hill, A.R. Influence of base flow stream bank seepage on riparian zone nitrogen biogeochemisty. Biogeochemistry 2007, 85, 185–199. [Google Scholar] [CrossRef]
- Goel, P.K.; Rudra, G.B.; Das, S.; Gupta, N. Pollutant removal by vegtative filter strips planted with different grasses. In Proceedings of the ASAE Annual Meeting, Ottawa, ON, Canada, 1–4 August 2004. [Google Scholar]
- Gold, A.J.; Jacinthe, P.A.; Groffman, P.M.; Wright, W.R.; Puffer, R.H. Patchiness in groundwater nitrate removal in a riparian forest. J. Environ. Qual. 1998, 27, 146–155. [Google Scholar] [CrossRef]
- Gomez, J.; Vidon, P.; Goss, J.; Beier, C.; Caputo, C.; Mitchell, M. Estimating greenhouse gas emissions at the soil-atmosphere interface in forested watersheds of the US Northeast. Environ. Monit. Assess. 2016, 118, 295. [Google Scholar] [CrossRef] [PubMed]
- Jacinthe, P.A.; Vidon, P.; Fisher, K.; Liu, X.; Baker, M.E. Soil methane and carbon dioxide fluxes from cropland and riparian buffers in different hydrogeomorphic settings. J. Environ. Qual. 2015, 44, 1080–1090. [Google Scholar] [CrossRef] [PubMed]
- Jacinthe, P.A.; Vidon, P. Hydro-geomorphic controls of greenhouse gas fluxes in riparian buffers of the White River watershed, IN (USA). Geoderma 2017, 301, 30–41. [Google Scholar] [CrossRef]
- Kellogg, D.Q.; Gold, A.J.; Groffman, P.M.; Addy, K.; Stolt, M.H.; Blazejewski, G. In Situ gound water denitrification in stratified, permeable soils underlying riparian wetlands. J. Environ. Qual. 2005, 34, 524–533. [Google Scholar] [CrossRef]
- Kellogg, D.Q.; Gold, A.J.; Groffman, P.M.; Stolt, M.H.; Addy, K. Riparian ground-water flow patterns using flownet analysis: Evapotranspiration-induced upwelling and implications for N removal. J. Am. Water Resour. Assoc. 2008, 44, 1024–1034. [Google Scholar] [CrossRef]
- Lee, K.H.; Isenhart, T.M.; Schultz, R.C.; Mickelson, S.K. Multispecies riparian buffers trap sediment and nutrients during rainfall simulations. J. Environ. Qual. 2000, 29, 1200–1205. [Google Scholar] [CrossRef]
- Lee, K.H.; Isenhart, T.M.; Schultz, R.C. Sediment and nutrient removal in an established multi-species riparian buffer. J. Soil Water Conserv. 2003, 58, 1–8. [Google Scholar]
- Magette, W.L.; Brinsfield, R.B.; Palmer, R.E.; Wood, J.D. Nutrient and sediment removal by vegetated filter strips. Trans. ASAE 1989, 32, 663–667. [Google Scholar] [CrossRef]
- Mankin, K.R.; Ngandu, D.M.; Barden, C.J.; Hutchinson, S.L.; Geyer, W.A. Grass-shrub riparian buffer removal of sediment, phosphorus, and nitrogen from simulated runoff. J. Am. Water Resour. Assoc. 2007, 43, 1108–1116. [Google Scholar] [CrossRef]
- Nelson, W.M.; Gold, A.J.; Groffman, P.M. Spatial and temporal variation in groundwater nitrate removal in a riparian forest. J. Environ. Qual. 1995, 24, 691–699. [Google Scholar] [CrossRef]
- Simmons, R.C.; Gold, A.J.; Groffman, P.M. Nitrate dynamics in riparian forests: Groundwater studies. J. Environ. Qual. 1992, 21, 659–665. [Google Scholar] [CrossRef]
- Vidon, P.; Hill, A.R. Denitrification and patterns of electron donors and acceptors in eight riparian zones with contrasting hydrology. Biogeochemistry 2004, 71, 259–283. [Google Scholar] [CrossRef]
- Vidon, P.; Hill, A.R. Landscape controls on the hydrology of stream riparian zones. J. Hydrol. 2004, 292, 210–228. [Google Scholar] [CrossRef]
- Vidon, P.; Serchan, S. Landscape geomorphic characteristic impacts on greenhousegas fluxes in exposed stream and riparian sediments. Environ. Sci. Process. 2016, 18, 844–853. [Google Scholar] [CrossRef]
- Vidon, P.; Serchan, S. Impact of stream geomorphology on greenhouse gasconcentration in a New York Mountain Stream. Water Air Soil Pollut. 2016, 227, 428. [Google Scholar] [CrossRef]
- Vidon, P.; Jacinthe, P.A.; Liu, X.; Fisher, K.; Baker, M. Hydrobiogeochemical controls on riparian nutrient and greenhouse gas dynamics: 10 years post-restoration. J. Am. Water Resour. Assoc. 2014, 50, 639–652. [Google Scholar] [CrossRef]
- Vidon, P.; Marchese, S.; Rook, S. Impact of Hurricane Irene and Tropical Storm Lee on riparian zone hydrology and biogeochemistry. Hydrol. Process. 2016, 31, 1–13. [Google Scholar]
- Watson, T.K.; Kellogg, D.Q.; Addy, K.; Gold, A.J.; Stolt, M.H.; Donohue, S.W.; Groffman, P.M. Groundwater devitrification capacity of riparian zones in suburban and agricultural watersheds. J. Am. Water Resour. Assoc. 2010, 46, 237–245. [Google Scholar] [CrossRef]
- Vidon, P.; Hill, A.R. A landscape-based approach to estimate riparian hydrological and nitrate removal functions. J. Am. Water Resour. Assoc. 2006, 42, 1099–1112. [Google Scholar] [CrossRef]
- Devito, K.J.; Fitzgerald, D.; Hill, A.R.; Aravena, R. Nitrate dynamics in relation to lithology and hydrologic flow path in a river riparian zone. J. Environ. Qual. 2000, 29, 1075. [Google Scholar] [CrossRef]
- Carlyle, G.C.; Hill, A.R. Groundwater Phosphate Dynamics in a river riparian zone: Effects of hydrologic flowpaths, lithology, and redox chemistry. J. Hydrol. 2001, 247, 151–168. [Google Scholar] [CrossRef]
- Hammer, Ø.; Harper, D.; Ryan, P.D. PAST-Palaeontological Statistics. 2001. Available online: www.uv.es/~pardomv/pe/2001_1/past/pastprog/past (accessed on 6 January 2018).
- Vittinghoff, E.; Glidden, D.V.; Shiboski, S.C.; McCulloch, C.E. Regression Methods in Biostatistics: Linear, Logistic, Survival, and Repeated Measures Models; Springer Science & Business Media: Berlin, Germany, 2011; 526p. [Google Scholar]
- Archibald, J. Dissoloved Phosphorus Dynamics in Shallow Groundwater. Master’s Thesis, Cornell University, Ithica, NY, USA, 2010. [Google Scholar]
- Clausen, J.C.; Guillard, K.; Sigmund, C.M.; Dors, M. Water quality changes from riparian buffer restoration in Connecticut. J. Environ. Qual. 2000, 29, 1751–1761. [Google Scholar] [CrossRef]
- DeSimone, J.; Macrae, M.L.; Bourbonniere, R.A. Spatial variability in surface N2O fluxes across a riparian zone and relationships with soil environmental conditions and nutrient supply. Agric. Ecosyst. Environ. 2010, 138, 1–9. [Google Scholar] [CrossRef]
- Gerwig, B.K.; Stone, K.C.; Williams, R.G.; Watts, D.W.; Novak, J.M. Using GLEAMS and REMM to estimate nutrient movement from a spray field and through a riparian forest. Trans. ASAE 2001, 44, 505–512. [Google Scholar]
- Gleason, R.A.; Tangen, B.A.; Browne, B.A.; Euliss, N.H., Jr. Greenhouse gas flux from cropland and restored wetlands in the Praire Pothole Region. Soil Biol. Biochem. 2009, 41, 2501–2507. [Google Scholar] [CrossRef]
- Groffman, P.M.; Boulware, N.J.; Zipperer, W.C.; Pouyat, R.V.; Band, L.E.; Colosimo, M.F. Soil Nitrogen processes in urban riparian zones. Environ. Sci. Technol. 2002, 36, 4547–4552. [Google Scholar] [CrossRef] [PubMed]
- Groffman, P.M.; Williams, C.O.; Pouyat, R.V.; Band, L.E.; Yesilonis, I.D. Nitrate leaching and nitrous oxide flux in urban forests and grasslands. J. Environ. Qual. 2009, 38, 1848–1860. [Google Scholar] [CrossRef] [PubMed]
- Hernandez, M.E.; Mitch, W.J. Influence of hydrological pulses, flooding frequency, and vegetation on nitrous oxide emissions from created riparian marshes. Wetlands 2006, 26, 862–877. [Google Scholar] [CrossRef]
- Jaynes, D.B.; Isenhart, T.M. Reconnecting tile drainage to riparian buffer hydrology for enhanced nitrate removal. J. Environ. Qual. 2014, 43, 631–638. [Google Scholar] [CrossRef] [PubMed]
- Kim, D.G.; Isenhart, T.M.; Parkin, T.B.; Schultz, R.C.; Loynachan, T.E. Nitrate and dissolved nitrous oxide in groundwater within cropped field and riparian buffers. Biogeosci. Discuss. 2009, 6, 651–685. [Google Scholar] [CrossRef]
- Kim, D.G.; Isenhart, T.M.; Parkin, T.B.; Schultz, R.C.; Loynachan, T.E. Methane flux in cropland and adjacent riparian buffers with different vegetation cover. J. Environ. Qual. 2010, 39, 97–105. [Google Scholar] [CrossRef] [PubMed]
- Klocker, C.A.; Kaushal, S.S.; Groffman, P.M.; Mayer, P.; Morgan, R.P. Nitrogen uptake and denitrification in restored and unrestored streams in urban Maryland USA. Aquat. Sci. 2009, 71, 411–424. [Google Scholar] [CrossRef]
- Kronvang, B.; Bechman, M.; Lundekvam, H.; Behrendt, H.; Rubæk, G.H.; Schoumans, O.F.; Syversen, N.; Andersen, H.E.; Hoffman, C.C. Phosphorus losses from agrucultrual areas in river basins: Effects and undercertainties of targeted mitigation measures. J. Environ. Qual. 2005, 34, 2129–2144. [Google Scholar] [CrossRef]
- Schilling, K.E.; Zhang, Y.K.; Drobney, P. Water table fluctuations near an incised stream, Walnut Creek, Iowa. J. Hydrol. 2004, 286, 1–4. [Google Scholar] [CrossRef]
- Schilling, K.E.; Li, L.Z.; Zhang, Y.K. Groundwater-surface water interaction in the riparian zone of an incised channel, Walnut Creek, Iowa. J. Hydrol. 2006, 327, 140–150. [Google Scholar] [CrossRef]
- Schmitt, T.J.; Dosskey, M.J.; Hoagland, K.D. Filter strip performance and processes for different vegetation widths and contaminants. J. Environ. Qual. 1999, 28, 1479–1489. [Google Scholar] [CrossRef]
- Schoonover, J.E.; Willard, K.W. Groundwater nitrate reduction in giant cane and forest riparian buffer zones. J. Am. Water Resour. Assoc. 2003, 39, 347–354. [Google Scholar] [CrossRef]
- Syversen, N.; Borch, H. Retention of soil particle fractions and phosphorus in cold-climate buffer zones. Ecol. Eng. 2005, 25, 382–394. [Google Scholar] [CrossRef]
- Teiter, S.; Mander, U. Emission of N2O, N2, and CO2 from construction wetlands for wastewater treatment and from riparian buffer zones. Ecol. Eng. 2005, 25, 528–541. [Google Scholar] [CrossRef]
- Tomer, M.D.; Moorman, T.B.; Kovar, J.L.; James, D.E.; Burkart, M.R. Spatial patterns of sediment and phosphorus in a riparian buffer in western Iowa. J. Soil Water Conserv. 2007, 62, 329–337. [Google Scholar]
- Tufekcioglu, A.; Raich, J.W.; Isenhart, T.M.; Schultz, R.C. Root biomass, soil respiration, and root distribution in crop fields and riparian buffer zones. Agrofor. Syst. 1999, 44, 163–174. [Google Scholar] [CrossRef]
- Ullah, S.; Moore, T.R. Biogeochemical controls on methane, nitrous oxide, and carbon dioxide fluxes from deciduous forest soils in Eastern Canada. J. Geophys. Res. 2011, 116. [Google Scholar] [CrossRef]
- Woltemade, C.J.; Woodward, J. Nitrate removal in a restored spring-fed wetland, Pennsylvania, USA. J. Am. Water Resour. Assoc. 2006, 44, 222–234. [Google Scholar] [CrossRef]
- Young, E.O.; Briggs, R.D. Phosphorus concentrations in soil and subsurface water: A field study among cropland and riparian buffers. J. Environ. Qual. 2008, 37, 69–78. [Google Scholar] [CrossRef]
- Gupta, H.V.; Sorooshian, S.; Yapo, P.O. Status of automatic calibration for hydrologic models: Comparison with multilevel expert calibration. J. Hydrol. Eng. 1999, 4, 135–143. [Google Scholar] [CrossRef]
- Moriasi, D.N.; Arnold, J.G.; Van Liew, M.W.; Bingner, R.L.; Harmel, R.D.; Veith, T.L. Model evaluation guidelines for systematic quantification of accuracy in watershed simulation. Trans. ASABE 2007, 50, 885–900. [Google Scholar] [CrossRef]
- Harmel, R.D.; Smith, P.K.; Migliaccio, K.W. Modifying goodness-of-fit- indicatiors to incorporate both measurement and model uncertainty in model calibration and validation. Trans. ASABE 2010, 53, 55–63. [Google Scholar] [CrossRef]
- Vazquez-Amábile, G.G.; Engel, B.A. Use of SWAT to compute groundwater table depth and streamflow in the Muscatatuck River watershed. Trans. ASAE 2005, 48, 991–1003. [Google Scholar] [CrossRef]
- Smith, B.S. Ground-Water Flow and Saline Water in the Shallow Aquifer System of the Shallow Aquifer System of the Southern Watersheds of Virginia Beach; Publication No. 03-4258; USGS: Richmond, VA, USA, 2003. [Google Scholar]
- Gupta, H.V.; Sorooshian, S.; Yapo, P.O. Towards improved calibration of hydrologic models: Multiple and noncommensurable measures of information. Water Resour. Res. 1998, 34, 751–763. [Google Scholar] [CrossRef]
- Microsoft Excel; Microsoft Corporation: Redmond, WA, USA, 2016.
- Dingman, S.L. Physical Hydrology; Waveland Press: Long Grove, IL, USA, 2015; Volume 60047, 646p. [Google Scholar]
- Dosskey, M.G.; Helmers, M.J.; Eisenhauer, D.E. A design aid for determining width of filter strips. J. Soil Water Conserv. 2008, 63, 232–241. [Google Scholar] [CrossRef]
- IPCC. Climate Change 2014: Impacts, Adaptations, and Vulnerability; Cambridge University Press: Cambridge, UK, 2014. [Google Scholar]
- Inamdar, S.P.; Sheridan, J.M.; Williams, R.G.; Bosch, D.D.; Lowrance, R.R.; Altier, L.S.; Thomas, D.L. Riparian ecosystem management model (REMM): I. Testing of the hydrologic component for a coastal plain riparian system. Trans. ASAE 1999, 42, 1679–1689. [Google Scholar] [CrossRef]
- Moore, T.R.; Knowles, R. The influence of water table levels on methane and carbon dioxide emissions from peatland soils. Can. J. Soil Sci. 1989, 69, 33–38. [Google Scholar] [CrossRef]
- Shannon, R.D.; White, J.R. A three-year study of controls on methane emission from two Michigan peatlands. Biogeochemistry 1994, 37, 35–60. [Google Scholar] [CrossRef]
- Crill, P.M.; Bartlett, K.B.; Harriss, R.C.; Gorham, E.; Verry, E.S.; Sebacher, D.I.; Madsar, L.; Sanner, W. Methane flux from Minnesota peatlands. Glob. Biogeochem. Cycle 1988, 2, 371–384. [Google Scholar] [CrossRef]
- Dise, N.B. Methane emissions from Minnesota peatlands: Spatial and seasonal variability. Glob. Biogeochem. Cycle 1993, 7, 123–142. [Google Scholar] [CrossRef]
- Turetsky, M.R.; Kotowska, A.; Bubier, J.; Dise, N.B.; Crill, P.; Hornibrook, E.R.; Minkkinen, K.; Moore, T.R.; Myers-Smith, I.H.; Nykänen, H.; et al. A synthesis of methane emissions from 71 northern, temperate, and subtropical wetlands. Glob. Chang. Biol. 2014, 20, 2183–2197. [Google Scholar] [CrossRef] [PubMed]
- Weier, K.L.; Doran, J.W.; Power, J.F.; Walters, D.T. Denitrification and the dinitrogen/nitrous oxide ratio as affected by soil water, available carbon and nitrate. Soil Sci. Soc. Am. J. 1993, 57, 66–72. [Google Scholar] [CrossRef]
- Hill, A.R. Stream chemistry and riparian zones. In Streams and Ground Waters; Jones, J., Mulholland, P., Eds.; Academic Press: London, UK, 2000; pp. 83–110. [Google Scholar]
- Hassanzadeh, Y.; Vidon, P.; Gold, A.J.; Pradhanang, S.M.; Addy, K. A new approach to generalizing riparian water and air quality functions across regions. Environ. Monit. Assess. 2019, 191, 282. [Google Scholar]
- Westra, S.; Brown, C.; Lall, U.; Sharma, A. Modeling multivariable hydrological series: Principal component analysis or independent component analysis? Water Resour. Res. 2007, 43, W06429. [Google Scholar] [CrossRef]
- Rajan, K.; Suh, C.; Mendez, P.F. Principal component analysis and dimensional analysis as materials informatics tools to reduce dimensionality in materials science and engineering. Stat. Anal. Data Min. 2009, 1, 361–371. [Google Scholar] [CrossRef]
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