GeoResources Institute AN RPC EVALUATION OF THE WATERSHED MODELING PROGRAM HSPF TO NASA EXISTING DATA, SIMULATED FUTURE DATA STREAMS, AND MODEL (LIS) DATA PRODUCTS Chuck O’Hara* Vladimir J. Alarcon* William McAnally** James Martin** Jairo Diaz** Zhiyong Duan** * GeoResources Institute, Mississippi State University ** Civil Engineering Department, Mississippi State University

GeoResources Institute Introduction The modeling of watershed hydrology requires input from several types of databases. Digital elevation data are used at the beginning of the watershed modeling process to abstract the watershed physiographic features into a manageable number of parameters. Many other datasets that include land cover, soils, precipitation, and others are employed in the models to characterize the land, hydrology, and forcings for model event-driven simulations. Data values for layers in the model are frequently aggregated by their majority value for each sub-watershed area. Sensitivity analysis can be used to assess the influence of variables/parameters on the state of a modeled system. The analysis of sensitivity of state variables has been widely used in water resources modeling to quantify the reliability of the output or during model calibration processes.

GeoResources Institute Hydrologic Modeling – A Data Driven Process Effects of the quality of elevation data in hydrological simulations are substantial. Soil moisture conditions, precipitation, land cover, soil characteristics, roughness, and other factors also play significant roles in providing input data for watershed modeling. Primary tasks that include watershed delineation and delineation of sub- watershed model-response units are largely dictated by the quality and information content of the DEM data employed. Digital Elevation Model’s  grid size, scale affect significantly the calculation of topographic descriptors of catchments  slope, catchment area, topographic index, etc. Topographic parameters are used by hydrological models to estimate runoff, stream flow, base flow and other hydrological indicators. Land and soil characteristics are significant to describe the land processes and hydrologic conditions within the watershed. Weather information and forecasts provide critical “forcings” information to modeling efforts that predict low-flow conditions, flood conditions, or water quality characteristics.

GeoResources Institute RPC HSPF Experiment Components Existing NASA Data Sources that offer potential enhancements to current BASINS-HSPF Implementations: MODIS land cover MODIS vegetation indices Shuttle Radar Topography Mission (SRTM-30m) Future NASA Data Sources that will be employed as RPC Simulated Data Sources to Evaluate: Synthetic VIIRS Land Cover Synthetic VIIRS Vegetation Indices LIS-based precipitation (4-km) LIS-based ET (1-km) LIS-based solar radiation

GeoResources Institute Study area 2 catchments in Saint Louis Bay Watershed  Wolf River  Catchment area: 983 sq. km  Average flow: 20.1 cms  Jourdan River:  Largest contributor of flow to the Saint Louis Bay  Catchment area: 882 sq. km  Average flow: 24.5 cms

GeoResources Institute RPC Evaluation Activities Implement baseline HSPF model for selected watersheds and employ a series of DEM layers to conduct watershed delineation, subdelinetion, and characterization of watershed parameters.  Elevation:  USGS: NED 30-meter  SRTM: 30-meter (NASA data set)  Landuse and Vegetation Condition – MODIS and * Synthetic VIIRS  Precipitation, Solar Radiation, & Soil moisture – * NASA LIS Impact on hydrological simulation  Flow  Water quality * RPC Synthetic Data and Model Data Evaluation Components

GeoResources Institute HSPF RPC EVALUATION OBJECTIVES The purpose of this research is to identify how sensitive are HSPF model outputs including flowrate estimations are to perturbations in topographical parameters and to substitution of data sets that characterize the land as well as weather processes. The baseline model will be constructed for the Jourdan and Wolf Rive catchments in coastal Mississippi and will be extended to consider areas being modeled along with data substitutions being implemented by the team at Goddard Space Flight Center. & RPC substitution of NASA data sources (existing and futures simulated)

GeoResources Institute Methodology Comparison BASINS summarizes the topographic information per sub-basin and per stream in two tables: These tables are used to do a comparison (per sub-basin) between the resulting delineations from the different elevation datasets for each of the watersheds under study. Attributes Streams H S PF Attributes Sub-basins DELINEATION TABLES BASINS

GeoResources Institute Methodology Comparison tables

GeoResources Institute Previous Research, Model Calibration, and Sensitivity Analysis Methodology The Jourdan River catchment was delineated using elevation data from the National Elevation Dataset (NED) in BASINS:  30 Meter Resolution (1 arc-second) An HSPF application for Jourdan River was generated from within BASINS and calibrated for flow rate.  USGS station at Santa Rosa for the period To isolate the effects of topography-related parameters during sensitivity analysis, the calibration was performed using parameters that are not related to topography:  LZSN: Lower zone nominal soil moisture storage  INFILT: Index to the infiltration capacity of the soil  UZSN: Upper zone nominal soil moisture storage Parameters that are mildly dependent on topography were also used  INTFW: Interflow inflow parameter

GeoResources Institute Sensitivity of flow rate estimations to perturbations in the following variables:  Length of the overland flow plane: LSUR  Slope of the overland flow plane: SLSUR  F-tables  Stream width (WID1),  Stream length (LEN2), and Strategy:  One-variable-at-a-time approach.  Percent perturbations to the variables included in this study were increased/decreased in: ±100%, ±50%, ±10% and ±1% from the base values.  The estimations of flow for the calibrated case were considered the base case.  The combination of small and big perturbations allowed identifying non-linear sensitivities.  Normalized sensitivity values were calculated for each perturbation. Methodology Sensitivity analysis (cont’d) Depth Area Volume Outflow F-TABLE

GeoResources Institute NSUR DEP1 Stream Length LEN2 SUB-BASIN AREA SLSUR LSUR WID1 Max Elev Min Elev NSUR DEP1 SUB-BASIN AREA SLSUR LSUR WID1 HSPF variables Used in sensitivity experiments Max Elev Min Elev

GeoResources Institute Conclusions HSPF-estimated flow is not very sensitive to LSUR (length of the overland flow plane) and SLSUR (slope of the overland flow plane).  Relative changes in flow estimations to perturbations to these variables are lower than 1% from the base values. The variables Stream Length and Stream Width produce significant percent changes on simulated flow when small changes (1%) are made to base values of those variables. 20% of those changes are at least greater than 1.5% reaching up to 16% change from the base values. Since stream length and stream width are highly dependant from the size and shape of the corresponding sub-catchment, the delineation of the watershed will drive the value of those variables.

GeoResources Institute Methodology Watershed delineation Two elevation datasets were used to delineate the Saint Louis Bay watersheds.  EPA-USGS DEM: 300 Meter Resolution, 1-Degree Digital Elevation Models (DEM) that corresponds to 3 arc-second (or 1:250,000-scale) USGS topographic map series.  EPA-NED: USGS 30 Meter Resolution, One-Sixtieth Degree National Elevation Dataset.  Current studies include 30-m-SRTM and 5-m-IFSAR data. Results will be presented in future reports. The watersheds under study were delineated using the automatic delineation option available in BASINS. To compare results, all delineations were performed with:  no-flow towards inner cells,  38 sq km threshold area,  31 outlets (1 outlet was manually placed at the location of the USGS Station at Landon). The National Hydrographic Dataset (NHD) for streams was used in all delineation procedures.

GeoResources Institute Results Jourdan and Wolf Rivers catchments in Saint Louis Bay USGS-DEM (250K, 300 m) NED (24K, 30 m)

GeoResources Institute Results Percent differences in topographical indicators for Jourdan River PERCENT DIFFERENCES BasinSub-basin nameAreaSlope1Wid1Dep1Length2Slo2Min ElMax El 9Hickory Creek White Cypress Creek Catahoula Creek Crane Pond Branch Jourdan River Crabgrass Creek Dead Tiger Creek Jourdan River m-250K-USGS-DEM-calculated overland flow plane slopes (SLO1) are up to 14 times bigger than SLO1 values calculated using 30m-24K-NED. Stream Lengths (LEN2) are slightly bigger Minimum Elevation (Min El) values are slightly smaller

GeoResources Institute Results Percent differences in topographical indicators for Wolf River PERCENT DIFFERENCES Basin Sub-basin nameAreaSlo1Wid1Dep1Len2Slo2MinElMaxEl 1Wolf River Alligator Creek Wolf River Murder Creek Crane Creek Wolf River Wolf River (*) m-250K-USGS-DEM-calculated overland flow plane slopes (SLO1) are half smaller than SLO1 values calculated using 30m-24K-NED. Stream Lengths (LEN2) are slightly smaller Minimum Elevation (Min El) values are slightly bigger

GeoResources Institute Conclusions Resolution of elevation data affects watershed delineation by providing more sub-basins when using coarser datasets. Higher-resolution datasets allow better delineation of flat areas. For flat areas (Jourdan)  overland flow plane slope values estimated using the USGS-DEM dataset are bigger than slope values estimated using the NED elevation data.  Length of streams are slightly bigger when using USGS-DEM  Minimum and maximum elevations values also present noticeable percent differences. For Rougher areas: Luxapallila and Wolf:  Overland flow slope values resulting of using the NED dataset are also different (50% in average) than those values calculated using the USGS-EPA dataset.  NED-generated sub-basin slope values are bigger than the USGS-EPA generated slopes (for Jourdan this was reversed). This seems to suggest that coarser datasets overestimate sub-basin slopes in flat watersheds and underestimate slopes in roughed terrain.

GeoResources Institute RPC Evaluation Components Future delineation studies using other elevation data  SRTM: 30-meter Impact on delineation  Sub-basins  Stream characterization  Longitudinal (stream length and slope)  Cross sectional (F-tables)

GeoResources Institute RPC Evaluation Components Integration of NASA-LIS parameters for parameters including, but not limited to the following:  Precipitation,  Solar Radiation, and  Soil moisture

GeoResources Institute RPC Evaluation Components Standard implementations of HSPF do not typically draw upon remote sensing inputs for land characterization. The baseline configuration of the model will be adapted to integrate NASA MODIS data products for inputs including the following: –Land Cover –Vegetation Condition and Change –Vegetation Indices In the evaluation, after the MODIS data is successfully integrated into the HSPF model, synthetic VIIRS data will be created from MODIS data streams and results will be tested against results generated through the use of the MODIS products within the configured model.

GeoResources Institute PDR Questions and Discussion Items RPC Experimental Design: Baseline and Future Data Assimilation Plan: Strength of RPC Team: Adequacy of Field Data Campaign and Local Knowledge Expertise: Identification of Pathway to ISS: