Application of GIS and Terrain Analysis to Watershed Model Calibration for the CHIA Project Sam Lamont Robert Eli Jerald Fletcher.

Slides:



Advertisements
Similar presentations
A Model for Evaluating the Impacts of Spatial and Temporal Land Use Changes on Water Quality at Watershed Scale Jae-Pil Cho and Saied Mostaghimi 07/29/2003.
Advertisements

Development of DRAIN-WARMF Model to Simulate Water Flow & Nitrogen Transport From an Agricultural Watershed: “ Subsurface Flow Component” Shadi Dayyani.
Hydrological Modeling for Upper Chao Phraya Basin Using HEC-HMS UNDP/ADAPT Asia-Pacific First Regional Training Workshop Assessing Costs and Benefits of.
Introduction to NHDPlus: A Framework for Advanced Water Applications Cindy McKay Horizon Systems Corporation Cindy McKay Horizon Systems Corporation.
Landslide Susceptibility Mapping to Inform Land-use Management Decisions in an Altered Climate Muhammad Barik and Jennifer Adam Washington State University,
The Impacts of Climate Change on Portland’s Water Supply Richard Palmer and Margaret Hahn University of Washington Department of Civil and Environmental.
Hydrologic Cycle and Watersheds. Hydrologic Cycle Components Precipitation Infiltration Percolation Runoff Evapotranspiration.
Western Washington Hydrology Model Version 3
Hydrological Modeling FISH 513 April 10, Overview: What is wrong with simple statistical regressions of hydrologic response on impervious area?
Hydrologic/Watershed Modeling Glenn Tootle, P.E. Department of Civil and Environmental Engineering University of Nevada, Las Vegas
Engineering Hydrology (ECIV 4323)
Soil Water Assessment Tool (SWAT) Model Input
Texas A&M University Department of Civil Engineering Cven689 – CE Applications of GIS Instructor: Dr. Francisco Olivera Logan Burton April 29, 2003 Application.
Urban Storm-Water Management Plan Utilizing Arc View and HEC-HMS College Station, Texas Kara Corcoran CVEN 689.
SPARROW Water- Quality Modeling: Application of the National Hydrography Dataset What is SPARROW? Use of NHD SPARROW results By Craig Johnston and Richard.
Impact of Climate Change on Flow in the Upper Mississippi River Basin
Workshop on Effective Implementation of IWMP
WaterSmart, Reston, VA, August 1-2, 2011 Steve Markstrom and Lauren Hay National Research Program Denver, CO Jacob LaFontaine GA Water.
FNR 402 – Forest Watershed Management
Hydrologic Cycle. Hydrologic Cycle Processes Surface Water Soil water Atmospheric water Groundwater Processes Precipitation Evaporation Surface Runoff.
ELDAS Case Study 5100: UK Flooding
August 20th, CONTENT 1. Introduction 2. Data and Characteristics 3. Flood analysis 1. MOUSE 2. SOBEK 3. ARC-SWAT 4. Conclusions and suggestions.
Bay Area Hydrology Model Doug Beyerlein, P.E. Joe Brascher Shanon White Clear Creek Solutions, Inc.
CE 424 HYDROLOGY 1 Instructor: Dr. Saleh A. AlHassoun.
Effect of Spatial Variability on a Distributed Hydrologic Model May 6, 2015 Huidae Cho Water Resources Engineer, Dewberry Consultants Part-Time Assistant.
Engineering Hydrology (ECIV 4323)
Adjustment of Global Gridded Precipitation for Orographic Effects Jennifer Adam.
Understanding hydrologic changes: application of the VIC model Vimal Mishra Assistant Professor Indian Institute of Technology (IIT), Gandhinagar
Hydrology of Colorado Water By Travis Hoesli. Hydrology of Colorado Unit Learning Objectives Recognize the Hydrologic Cycle that affects Colorado Water.
Western Washington Hydrology Model 2005 AWRA Annual Conference Doug Beyerlein, P.E. Joe Brascher Shanon White Clear Creek Solutions, Inc.
BASINS 2.0 and The Trinity River Basin By Jóna Finndís Jónsdóttir.
Description of WMS Watershed Modeling System. What Model Does Integrates GIS and hydrologic models Uses digital terrain data to define watershed and sub.
Map-Based Flood Hydrology and Hydraulics David R. Maidment Jan 10, 1998.
Fire Effects on Water. The Watershed Concept What is a watershed? Area of land that drains into a common outlet Watershed condition- health or status.
Introduction to the TOPMODEL
July 10, 2007 NASA quarterly briefing Geoprocessing using GEOLEM and HSPF in the RPC Framework Vladimir Alarcon Chuck O’Hara.
Surface Water Surface runoff - Precipitation or snowmelt which moves across the land surface ultimately channelizing into streams or rivers or discharging.
Modeling Stream Flow of Clear Creek Watershed-Emory River Basin Modeling Stream Flow of Clear Creek Watershed-Emory River Basin Presented by Divya Sharon.
How much water will be available in the upper Colorado River Basin under projected climatic changes? Abstract The upper Colorado River Basin (UCRB), is.
U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior U.S. Geological Survey Scenario generation for long-term water budget.
P B Hunukumbura1 S B Weerakoon1
Patapsco and Back River HSPF Watershed Model Part I - Hydrology Maryland Department of the Environment.
General Introduction. Developed by USGS Freely available via Internet
DIRECT RUNOFF HYDROGRAPH FOR UNGAUGED BASINS USING A CELL BASED MODEL P. B. Hunukumbura & S. B. Weerakoon Department of Civil Engineering, University of.
Mapping of soil moisture content by SWAT and GIS programming Yuri Kim Jessica Jahnke GEOG 593.
Water Availability Modeling in the State of Texas CE 394 K.2 - Surface Water Hydrology University of Texas at Austin David Mason.
TOP_PRMS George Leavesley, Dave Wolock, and Rick Webb.
1 Byung Sik, Kim Kangwon National University Advanced Hydrology and Water Resources Management.
Modeling with WEAP University of Utah Hydroinformatics - Fall 2015.
Sanitary Engineering Lecture 4
Hydrosphere Notes Parts 1 – Rivers. How does a river develop? When precipitation is greater than evapotranspiration Or from a spring where groundwater.
Runoff.
Simulation of stream flow using WetSpa Model
Utah State University GIS in Water Resources CEE 6440 Term Project
DES 606 : Watershed Modeling with HEC-HMS
National Hydro Data Programs
Change in Flood Risk across Canada under Changing Climate
Approaches to Continental Scale River Flow Routing
Hydrologic Cycle and Watersheds
A Geographic Information System Tool for Hydrologic Model Setup
Calculating Hydrologic Parameters for Estimating Surface Water Flow at Ungaged Locations Richard Hoffpauir Water Resources Engineering.
An Enhanced Canopy Cover Layer for Hydrologic Modeling
Regional Hydraulic Model for the City of Austin
Slides excerpted from the Ecosystem Services module
EC Workshop on European Water Scenarios Brussels 30 June 2003
Computer Modeling Vadose Zone Models Groundwater Flow Model
Rainfall Runoff in the Guadalupe River Basin
Engineering Hydrology (ECIV 4323)
Engineering Hydrology (ECIV 4323)
Hydrologic modeling of Waller Creek
Presentation transcript:

Application of GIS and Terrain Analysis to Watershed Model Calibration for the CHIA Project Sam Lamont Robert Eli Jerald Fletcher

Background  CHIA: Cumulative Hydrologic Impact Assessment of a mine site  Required of WVDEP, for each proposed mine permit  Surface and groundwater quality and quantity

WVU’s Role  Ultimate goal: Graphical tool to simulate pre- and post-mining conditions  Water quantity: Calibrate watershed model (HSPF) to 235 basins in WV

235 Study Watersheds and Their Outlets

BASINS-GIS Framework ArcView based environment for display and analysis of watershed features Develops input files for HSPF - watershed file (landuse, slope, area) - stream network - reach attributes - point sources This project: WCMS

HSPF: Hydrologic Systems Program - Fortran  Continuous Calculates water balance for each time step R = P – ET – IG – S where: R = Runoff P = Precipitation ET = Evapotranspiration IG = Deep/Inactive Groundwater S = Change in soil storage  Surface and sub-surface hydrology  Inputs = Precip, PET, Temp  Output = Simulated flow

Modeled Precipitation Grid - Hourly Precip – km resolution

How HSPF Represents a Watershed Example: - 5 Sub-watersheds - 5 Stream reaches (Storage-Outflow routing) - Land use types Forest (Steep,Moderate, Mild) Shrub-land Pasture/Grassland Urban Mine Barren Row Crop Wetland Surface Water Outlet point Watershed boundary Flow Direction Stream reach

Percent Slope Distribution

5 Calibration Watersheds

Model Calibration  Trial and error: 1. Run Model 2. Compare output 3. Adjust parameters 4. Repeat  Other software assists this process

HSPEXP: Calculates error statistics, provides advice, plots

Typical Results: Tygart Valley River at Elkins

Further Proposed Terrain Analysis for Calibration Improvement Hoes does watershed shape and structure relate to hydrology? Hoes does watershed shape and structure relate to hydrology? Searching for an index defining hydrologic characteristics. Searching for an index defining hydrologic characteristics. Some examples…

Topographic Index  Beven and Kirkby, 1979 TI = ln(a/tanB) a = area B = slope (relative wetness) Example: Abes Run, Canaan Valley

Rugosity-Surface Area/Planar Area

Drainable Volume - Volume of watershed above a particular elevation

Conclusion Future steps: - Fine-tune calibration: Continue searching for patterns - Validate model - Mine site modeling - Link with WCMS

Questions ?