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Improving Ecohydrological Simulations by
Incorporating Accurate Tile Drainage and
Fertilizer Application Rate: A Case Study of
Central Iowa
Authors: Philip W. Gassman; Tássia Mattos Brighenti; Jan R. Thompson
2
Introduction Methods Results Conclusion
Iowa Urban FEWS – OVERVIEW
The project is focused on developing sustainable food
production systems in the Des Moines–West Des Moines, IA
Metropolitan Statistical Area (DMMSA). Multiple models are
being integrated (co-simulation approach) to evaluate the
impact of converting cropland, peri-urban and/or urban
landscapes to table food production, in DMMSA
transboundary and urban subareas.
3
Introduction Methods Results Conclusion
• Quantify crop growth.
• Hydrological cycling.
• Nutrient and sediment cycling and transport for
cropping systems and associated management
practices.
• Simulate future scenarios for climate and land
use change; and characterize streamflow,
nutrient, sediment, and yields production.
SWAT model within the Iowa UrbanFEWS:
• Why? The needed to address food insecurity and environmental impacts is still a challenge in the
21st century.
• How? Ecohydrological modeling is a key component of the modeling system, which provides
comparisons of hydrologic and water quality impacts between row crop and table food cropping
systems.
4
Introduction Methods Results Conclusion
• Why? The needed to address food insecurity and environmental impacts is still a challenge in the
21st century.
• How? Ecohydrological modeling is a key component of the modeling system, which provides
comparisons of hydrologic and water quality impacts between row crop and table food cropping
systems.
5
Introduction Methods Results Conclusion
Determining optimal configuration strategies for such models is important to evaluate the hydrologic
and water quality impacts of changes in land use.
6
Introduction Methods Results Conclusion
Determining optimal configuration strategies for such models is important to evaluate the hydrologic
and water quality impacts of changes in land use.
Goal
The Soil and Water Assessment Tool (SWAT) ecohydrological model is being used in Iowa
UrbanFEWS to simulate three basins that intersect the project domain: Des Moines River Basin
(DMRB), South Skunk River Basin (SSRB), and North Skunk River Basin (NSRB).
These basins are dominated by agriculture (up to 85% of land sue) and are characterized by
dense tile drained networks and intensive use of fertilizers on cropland landscapes.
The SWAT model was applied using a framework consisting of the Hydrologic and Water Quality
System (HAWQS) online platform, multi-site streamflow evaluation, accurate tile drainage
location, and fertilizer management data.
7
Introduction Methods Results Conclusion
STUDY AREA
Des Moines (DMRB) 31,892 km²
South Skunk (SSRB) 4,593 km²
North Skunk (NSRB) 2,259 km²
• Land use: soybean and corn fields
representing together 70%, 71%, and
61% of the DMRB, SSRB, and NSRB.
• Soil type: Loamy Wisconsin Glacial Till
(tile drainage represent 54%, 51% and
44% of the DMRB, SSRB and NSRB)
HAWQS calibration outlet
40 stations
Introduction Methods Results Conclusion
Introduction Methods Results Conclusion
Introduction Methods Results Conclusion
Introduction Methods Results Conclusion
Tile drainage map Subsurface tile drainage is one of the most widely-used agriculture management practices to
increase crop yield in regions with high water tables or poorly drained soils.
Tile drainage causes significant changes in watershed hydrology, water quality, local and
regional climate.
Valayamkunnath, et al. 2020 method
Inputs:
• County tile drainage statistics
• National land cover database (NLCD) 2016.
• Slope generated from Shuttle Radar Topography Mission
(SRTM) derived DEM.
• Soil Survey Geographic (SSURGO) data from USDA NRCS.
Results validation:
16000 tile drainage ground-truth points from aerial imagery
basemap. The accuracy ranges from 82.7% to 93.6%.
Introduction Methods Results Conclusion
Implementation of tile drain map into SWAT database
Step 2: Counting pixels (0 – no tile, 1 –
tile drained).
The method used in this study was parametrized for: tile drain depth (DDRAIN; mm), the time required to drain the soil to field capacity
(TDRAIN; h), tile drain lag time (GDRAIN; h) and an impervious layer depth (DEP_IMP, mm).
The parameters were set in the three SWAT models (Des Moines, North and South Skunk Rivers) with the values of DDRAIN=1200 mm,
GDRAIN=48 h and TDRAIN=24 h, based on Gassman et al. (2017).
Step 3: Percentage distribution between
the agricultural land use.
Step 1: overlapping the tile drain raster file and
the 12-digit subbasin shapefile.
Introduction Methods Results Conclusion
Kg/ha of elemental nitrogen applied
% of Area
DMRB SSRB NSRB
64-79 15.0 7.1 20.9
80-99 27.1 39.2 37.0
100-159 13.5 2.6 11.4
160-176 44.4 51.1 30.8
1
Time of the Year Crop Rotation Application Rate (Kg/ha)
Fall Corn-soybean 183
Spring Corn-soybean 172
Spring Continuous corn 196
Updated fertilizer – Elemental nitrogen Default HAWQS data
Updated fertilizer
The model update was focused on nitrate application since it is a crucial factor in corn fields. The
operation management update was based on ensuring that all cornfields has the proper fertilizer
application.
Introduction Methods Results Conclusion
Baseline simulations
Introduction Methods Results Conclusion
Crop yields
Basin Annual average HAWQS Default Updated USDA Survey
Des Moines River
Biomass (t/ha) 22.9 26.5 x
Grain Yield (t/ha) 10.8 12.5 12.6
N stress days 20.9 16.8 x
South Skunk River
Biomass (t/ha) 26.0 28.1 x
Grain Yield (t/ha) 12.2 13.4 12.8
N stress days 16.2 11.6 x
North Skunk River
Biomass (t/ha) 25.4 24.6 x
Grain Yield (t/ha) 12.1 11.7 13.5
N stress days 15.8 11.42 x
1
• DMRB: updated N rates result in values closer to USDA survey-based, with a 0.1 t/ha difference.
• SSRB: same absolute difference (0.6 t/ha).
• NSRB: both setup underestimate the total yields with the non-updated models resulting in values
closer to the survey.
• The updated nitrogen application rates resulted in fewer nitrate stress days for all three basins.
Baseline 1 Baseline 2
Introduction Methods Results Conclusion
Spatial representation of streamflows
Provide valuable spatial
information about model
dynamics for the different
baselines:
• Tile drain information and
proper fertilizer application
improved SWAT model
performance in 55% (22 out
of 40) of the monitoring
gauges analyzed.
Baseline 1 Baseline 2
Introduction Methods Results Conclusion
Representation of streamflows
Introduction Methods Results Conclusion
Representation of streamflows
Introduction Methods Results Conclusion
Water balance
Baseline
1
Baseline
2
Baseline
1
Baseline
2
Baseline
1
Baseline
2
DMRB NSRB SSRB
• DMRB: baseline 1 better ratio baseflow/surface runoff; baseline 2 better surface runoff volume estimation.
• NSRB and SSRB: baseline 2 resulted in realistic baseflow/surface runoff ratio.
20
Introduction Methods Results Conclusion
Conclusion & Hightlights
• The results revealed that careful selection of management data is essential for
obtaining the most accurate representation of baseline conditions for the
simulated stream systems (realistic ratios between baseflow/surface runoff).
• The addition of refined tile drain information and proper fertilizer application
improved SWAT model performance in 55% (22 out of 40) of the monitoring
gauges analyzed.
• Automatic model calibration can mask the use of inaccurate inputs on
management data.
Introduction Methods Results Conclusion
•DOI: 10.1016/j.scitotenv.2022.156302
Introduction Methods Results Conclusion
Thank you!
Improving Ecohydrological Simulations by
Incorporating Accurate Tile Drainage and
Fertilizer Application Rate Data: A Case Study
of Central Iowa.
Authors: Philip W. Gassman; Tássia Mattos Brighenti; Jan R. Thompson

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September 1 - 1116 - Tassia Brighenti and Phillip Gassman

  • 1. 1 Improving Ecohydrological Simulations by Incorporating Accurate Tile Drainage and Fertilizer Application Rate: A Case Study of Central Iowa Authors: Philip W. Gassman; Tássia Mattos Brighenti; Jan R. Thompson
  • 2. 2 Introduction Methods Results Conclusion Iowa Urban FEWS – OVERVIEW The project is focused on developing sustainable food production systems in the Des Moines–West Des Moines, IA Metropolitan Statistical Area (DMMSA). Multiple models are being integrated (co-simulation approach) to evaluate the impact of converting cropland, peri-urban and/or urban landscapes to table food production, in DMMSA transboundary and urban subareas.
  • 3. 3 Introduction Methods Results Conclusion • Quantify crop growth. • Hydrological cycling. • Nutrient and sediment cycling and transport for cropping systems and associated management practices. • Simulate future scenarios for climate and land use change; and characterize streamflow, nutrient, sediment, and yields production. SWAT model within the Iowa UrbanFEWS:
  • 4. • Why? The needed to address food insecurity and environmental impacts is still a challenge in the 21st century. • How? Ecohydrological modeling is a key component of the modeling system, which provides comparisons of hydrologic and water quality impacts between row crop and table food cropping systems. 4 Introduction Methods Results Conclusion
  • 5. • Why? The needed to address food insecurity and environmental impacts is still a challenge in the 21st century. • How? Ecohydrological modeling is a key component of the modeling system, which provides comparisons of hydrologic and water quality impacts between row crop and table food cropping systems. 5 Introduction Methods Results Conclusion Determining optimal configuration strategies for such models is important to evaluate the hydrologic and water quality impacts of changes in land use.
  • 6. 6 Introduction Methods Results Conclusion Determining optimal configuration strategies for such models is important to evaluate the hydrologic and water quality impacts of changes in land use. Goal The Soil and Water Assessment Tool (SWAT) ecohydrological model is being used in Iowa UrbanFEWS to simulate three basins that intersect the project domain: Des Moines River Basin (DMRB), South Skunk River Basin (SSRB), and North Skunk River Basin (NSRB). These basins are dominated by agriculture (up to 85% of land sue) and are characterized by dense tile drained networks and intensive use of fertilizers on cropland landscapes. The SWAT model was applied using a framework consisting of the Hydrologic and Water Quality System (HAWQS) online platform, multi-site streamflow evaluation, accurate tile drainage location, and fertilizer management data.
  • 7. 7 Introduction Methods Results Conclusion STUDY AREA Des Moines (DMRB) 31,892 km² South Skunk (SSRB) 4,593 km² North Skunk (NSRB) 2,259 km² • Land use: soybean and corn fields representing together 70%, 71%, and 61% of the DMRB, SSRB, and NSRB. • Soil type: Loamy Wisconsin Glacial Till (tile drainage represent 54%, 51% and 44% of the DMRB, SSRB and NSRB) HAWQS calibration outlet 40 stations
  • 11. Introduction Methods Results Conclusion Tile drainage map Subsurface tile drainage is one of the most widely-used agriculture management practices to increase crop yield in regions with high water tables or poorly drained soils. Tile drainage causes significant changes in watershed hydrology, water quality, local and regional climate. Valayamkunnath, et al. 2020 method Inputs: • County tile drainage statistics • National land cover database (NLCD) 2016. • Slope generated from Shuttle Radar Topography Mission (SRTM) derived DEM. • Soil Survey Geographic (SSURGO) data from USDA NRCS. Results validation: 16000 tile drainage ground-truth points from aerial imagery basemap. The accuracy ranges from 82.7% to 93.6%.
  • 12. Introduction Methods Results Conclusion Implementation of tile drain map into SWAT database Step 2: Counting pixels (0 – no tile, 1 – tile drained). The method used in this study was parametrized for: tile drain depth (DDRAIN; mm), the time required to drain the soil to field capacity (TDRAIN; h), tile drain lag time (GDRAIN; h) and an impervious layer depth (DEP_IMP, mm). The parameters were set in the three SWAT models (Des Moines, North and South Skunk Rivers) with the values of DDRAIN=1200 mm, GDRAIN=48 h and TDRAIN=24 h, based on Gassman et al. (2017). Step 3: Percentage distribution between the agricultural land use. Step 1: overlapping the tile drain raster file and the 12-digit subbasin shapefile.
  • 13. Introduction Methods Results Conclusion Kg/ha of elemental nitrogen applied % of Area DMRB SSRB NSRB 64-79 15.0 7.1 20.9 80-99 27.1 39.2 37.0 100-159 13.5 2.6 11.4 160-176 44.4 51.1 30.8 1 Time of the Year Crop Rotation Application Rate (Kg/ha) Fall Corn-soybean 183 Spring Corn-soybean 172 Spring Continuous corn 196 Updated fertilizer – Elemental nitrogen Default HAWQS data Updated fertilizer The model update was focused on nitrate application since it is a crucial factor in corn fields. The operation management update was based on ensuring that all cornfields has the proper fertilizer application.
  • 14. Introduction Methods Results Conclusion Baseline simulations
  • 15. Introduction Methods Results Conclusion Crop yields Basin Annual average HAWQS Default Updated USDA Survey Des Moines River Biomass (t/ha) 22.9 26.5 x Grain Yield (t/ha) 10.8 12.5 12.6 N stress days 20.9 16.8 x South Skunk River Biomass (t/ha) 26.0 28.1 x Grain Yield (t/ha) 12.2 13.4 12.8 N stress days 16.2 11.6 x North Skunk River Biomass (t/ha) 25.4 24.6 x Grain Yield (t/ha) 12.1 11.7 13.5 N stress days 15.8 11.42 x 1 • DMRB: updated N rates result in values closer to USDA survey-based, with a 0.1 t/ha difference. • SSRB: same absolute difference (0.6 t/ha). • NSRB: both setup underestimate the total yields with the non-updated models resulting in values closer to the survey. • The updated nitrogen application rates resulted in fewer nitrate stress days for all three basins. Baseline 1 Baseline 2
  • 16. Introduction Methods Results Conclusion Spatial representation of streamflows Provide valuable spatial information about model dynamics for the different baselines: • Tile drain information and proper fertilizer application improved SWAT model performance in 55% (22 out of 40) of the monitoring gauges analyzed. Baseline 1 Baseline 2
  • 17. Introduction Methods Results Conclusion Representation of streamflows
  • 18. Introduction Methods Results Conclusion Representation of streamflows
  • 19. Introduction Methods Results Conclusion Water balance Baseline 1 Baseline 2 Baseline 1 Baseline 2 Baseline 1 Baseline 2 DMRB NSRB SSRB • DMRB: baseline 1 better ratio baseflow/surface runoff; baseline 2 better surface runoff volume estimation. • NSRB and SSRB: baseline 2 resulted in realistic baseflow/surface runoff ratio.
  • 20. 20 Introduction Methods Results Conclusion Conclusion & Hightlights • The results revealed that careful selection of management data is essential for obtaining the most accurate representation of baseline conditions for the simulated stream systems (realistic ratios between baseflow/surface runoff). • The addition of refined tile drain information and proper fertilizer application improved SWAT model performance in 55% (22 out of 40) of the monitoring gauges analyzed. • Automatic model calibration can mask the use of inaccurate inputs on management data.
  • 21. Introduction Methods Results Conclusion •DOI: 10.1016/j.scitotenv.2022.156302
  • 22. Introduction Methods Results Conclusion Thank you! Improving Ecohydrological Simulations by Incorporating Accurate Tile Drainage and Fertilizer Application Rate Data: A Case Study of Central Iowa. Authors: Philip W. Gassman; Tássia Mattos Brighenti; Jan R. Thompson

Editor's Notes

  1. SWAT is part of a co-simulation process to
  2. Inputs Baselines
  3. The HAWQS platform served as the primary source of land use, soil, topographic, hydrography (subwatershed boundaries and streams) and weather data for the modeling system. HAWQS is a online SWAT model, no computational power is needed
  4. The HAWQS platform served as the primary source of land use, soil, topographic, hydrography (subwatershed boundaries and streams) and weather data for the modeling system. Inputs Base;ines
  5. Step 1: The percentage of the tile drained area that exists for each subbasin was determined by overlapping the tile drain raster file (Figure 2a) and the 12-digit subbasin shapefile (Figure 2b). The QGIS program executed the procedure by counting how many pixels of tile drain are in each subbasin. For example, the subbasin highlighted at Figure 2c resulted in a count of 58,685 pixels, meaning 39% of the total subbasin area is composed of tile drainage. Step 3: The tile drain percentage was then distributed between the agricultural land use in a given 12-digit subbasin, prioritizing cropland planted in soybean and corn. For example, the subbasin highlighted in Figure 3 has 49% of the area distributed between corn and soybean, and 41.8% was addressed with tile drainage.
  6. Why look at the crop yield is important? crop growth and yield are negatively affected in response to inadequate nitrate fertilizer amounts
  7. Besides providing analyses of subbasin outlets, the results for all streamflow stations provide valuable spatial information about model dynamics for the different baselines. This is likely due to subsurface geology in the floodplain. Groundwater monitoring in the Skunk River floodplain has indicated that surface water infiltrates into the alluvium as a losing stream in this area, contributing herbicides to the alluvial aquifer. Always overpredicting.
  8. Flow duration curve for the respective sites How sensitive the watershed at the medium low flows level to the tile-drainage
  9. How sensitive the watershed at the medium low flows level to the tile-drainage Outlets
  10. Here we can reinforce the idea that we need to look at multiple models outputs to guarantee that the model is representing the reality. WHAT tool for baseflow separation and expert knowledge.
  11. Overall, these results clearly point to the need to consider the most accurate input data available and logical hydrologic results, in combination with graphical and statistical analyses, to determine the most accurate replication of the hydrological characteristics of a basin simulated in SWAT.
  12. Complete version of this work, with more detailed explanation and addition of more scenarios can be found at