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Hydrologic Modeling for Watershed Analysis and River Restoration
David Tarboton
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Learning Objectives Review what you learned yesterday
be familiar with the sources for hydrologic, hydrographic and watershed data useful for watershed analysis be familiar with hydrologic models and geographic information system tools useful for watershed analysis be familiar with geomorphologic models for landslides, erosion and calculation of sediment inputs questions to ask when applying or looking at results from a watershed model
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The role of watershed processes in runoff and sediment production
Short time scale water balance P ET Q Gout Gin S Retention How do watershed land use changes impact retention?
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SCS Curve Numbers to Quantify Retention
CN=100 90 80 70 60 50 40 30 20
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Grid based terrain flow data model
4 5 6 3 7 2 1 8 Eight direction pour point model D8 Grid network 1 4 3 12 2 16 25 6 Drainage Area
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Key Take Home Message The GIS grid based terrain flow data model enables the representation of flow processes at and near the earth surface and derivation of a wide variety of information useful for the study of hydrologic processes.
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What you learned in the exercise
ArcGIS, Bare Essentials To learn more see Watershed delineation using TauDEM To learn more see
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GIS provides an effective way to organize and synthesize multiple data sources and compute watershed attributes
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Some Cub River GIS Watershed Analysis Findings
Watershed Area x 106 m2 = 57.4 mi2 (c.f. USGS gauge area 53.7 mi2) PRISM Mean Annual Precipitation 650 mm = 25.6 in.
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More Cub River Watershed Analysis Findings
USGS Mean Annual Streamflow based on 12 years of data, : cfs
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More Cub River Watershed Analysis Findings
StreamStats Regional Regression Hortness, J. E., and Berenbrock, C, 2001, Estimating Monthly and Annual Streamflow Statistics at Ungaged Sites in Idaho: U.S. Geological Survey Water Resources-Investigations Report , 36 p. Uncertainty !!
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We did not get to Flow distance to streams
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We did not get to Raster Calculation [cubiddist] < 200
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We did not get to Land Cover tabulation in buffer zone
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Roles for Hydrologic Models
Make predictions (of the future) Quantify and test theories Evaluate potential outcomes from management alternatives
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Watershed restoration limitations
Human population growth Land use Topography Climate
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Realistic Watershed management / alteration / restoration options
Best management practices Buffer strips Zoning Flow (de) regulation
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Data Sources for Quantification of model inputs and management alternatives
Climate Geospatial
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Hydrology Data Layers Streams Drainage Areas Hydrography Channels
Terrain Surfaces Rainfall Digital orthophotos
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National Hydro Data Programs
National Elevation Dataset (NED) National Hydrography Dataset (NHD) NED-Hydrology Watershed Boundary Dataset
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DEMs NLCD NHD Topographic Maps
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National Land Cover Dataset
Get the data:
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USGS National Water Information System
Web access to USGS water resources data in real time
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1:250,000 Scale Soil Information
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SSURGO (Soil Survey Geographic Database) developed, maintained and available online (soildatamart.nrcs.usda.gov ) by the U.S. Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS)
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Regional Watershed Information Systems
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Specialized data collection e.g. LIDAR
3-D detail of the Tongue river at the WY/Mont border from LIDAR. Roberto Gutierrez University of Texas at Austin
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Models for Hydrology and Runoff
Rational Formula Q = C I A Unit Hydrographs - HECHMS Continuous Water and Sediment Simulation - EPA BASINS (HSPF and SWAT) TOPMODEL DHSVM
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HEC-HMS Assumptions and Methods
A basin model is constructed by connecting elements comprising Precipitation Input Subbasin Runoff Volume (Infiltration model, e.g. SCS CN, Green-Ampt) Direct Runoff (Unit Hydrograph) Baseflow Reach Junction Source Sink Reservoir Diversion
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HSPF Comprehensive time series based simulation system designed to accommodate a wide variety of simulation modules
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Soil and Water Assessment Tool (SWAT)
Continuous time Daily Water Balance Simulation Developed to predict the impact of land management practices on water, sediment and agricultural chemical yields Physically based Includes Climate - weather generator Snow Soil temperature Canopy storage Infiltration Evaporation Erosion (MUSLE)
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TOPMODEL Beven, K., R. Lamb, P. Quinn, R. Romanowicz and J. Freer, (1995), "TOPMODEL," Chapter 18 in Computer Models of Watershed Hydrology, Edited by V. P. Singh, Water Resources Publications, Highlands Ranch, Colorado, p “TOPMODEL is not a hydrological modeling package. It is rather a set of conceptual tools that can be used to reproduce the hydrological behaviour of catchments in a distributed or semi-distributed way, in particular the dynamics of surface or subsurface contributing areas.”
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TOPMODEL Key Ideas Surface saturation and soil moisture deficits based on topography Slope Specific Catchment Area Topographic Convergence Partial contributing area concept Saturation from below (Dunne) runoff generation mechanism
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DHSVM http://www.hydro.washington.edu/Lettenmaier/Models/DHSVM/
Distributed Hydrology-Soil-Vegetation Model Physically based hydrologic model Grid-based (DEM) Two layer canopy for vegetation Hydrologic effects of vegetation change and forest roads
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Sediment Production USLE, MUSLE, RUSLE2, … ( SINMAP ( SHALSTAB (
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USLE The Universal Soil Loss Equation A = RKLSCP, where,
A = soil loss per unit area (t/ha) R = Rainfall-Runoff erositivity (Mj*mm/ha*h*yr) K = Soil erodibility (t*ha*h/ha*Mj*mm) L = Slope length factor S = Slope steepness factor C = Crop (land cover) factor P = Practice (erosion controls) factor
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SINMAP - Terrain Stability Mapping
With Bob Pack.
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Questions to ask about models (What it does)
Are the physics representative of processes in my watershed? How were the parameters obtained? Calibration Out of sample validation (split sample or cross validation) Reference (lookup based on other attributes) What are the inputs? What are the outputs?
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Questions to ask about models contd.. (Error)
What are the sources of error Model structural error (differences between physical reality and model equations) Input data errors Parameter errors What is the uncertainty in the inputs? How does input uncertainty propagate through to the results? What is the uncertainty in the outputs?
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Questions to ask about models contd
Questions to ask about models contd.. (Sensitivity, Scale and variability) How sensitive are the model results to changes or uncertainties in the inputs? What are the basic model elements Are the model results sensitive to the size of basic model elements How does the model account for variability within model elements
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Are there any questions ?
AREA 1 AREA 2 3 12 This material online:
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