U.S. Department of the Interior U.S. Geological Survey USGS Kentucky Water Science Center.

Slides:



Advertisements
Similar presentations
Surface Water Quantity Model Development Connely Baldwin USU.
Advertisements

The concept of the WATER application was born from the need in Kentucky to quantify water availability in areas of the Commonwealth with limited long-term.
PROCESS-BASED, DISTRIBUTED WATERSHED MODELS New generation Source waters and flowpaths Physically based.
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.
Application of the FEWS Stream Flow (SF) Model to the Limpopo Basin, Mozambique Final Report Tanya Hoogerwerf.
An open source version of the Nonpoint-Source Pollution and Erosion Comparison Tool Climate Tools Café Webinar Dave Eslinger, Ph.D. 3 May, 2012.
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.
Famine Early Warning System Network (FEWS NET) Venkatesh Merwade Kristi Shaw.
Watershed Characterization System (WCS) and its Modeling Extensions
Forest Hydrology Issue: Interaction of forests, fish, and climate One of the dominant pathways by which land cover change affects freshwater fish habitat.
Getting the Big Picture How to Look at Your Watershed Indiana Watershed Planning Guide,
PrePro2004: Comparison with Standard Hydrologic Modeling Procedures Rebecca Riggs April 29, 2005.
Digital Elevation Model based Hydrologic Modeling Topography and Physical runoff generation processes (TOPMODEL) Raster calculation of wetness index Raster.
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
Hydrology and Water Resources Civil and Environmental Engineering Dept. Physically-based Distributed Hydrologic Modeling.
The Calibration Process
St. Johns River Water Supply Impact Study by Getachew Belaineh Ph. D., P.H. 1 Brian McGurk P.G. 1 Louis Motz Ph. D., P.E 2 Follow up Review meeting March,
Application of Stage IV Precipitation Data to Estimate Spatially Variable Recharge for a Groundwater Flow Model Heather Moser Mentor: Dr. William Simpkins.
The Water Withdrawal Assessment Process Context within regional water policy discussions Context within regional water policy discussions –Aquatic ecosystems.
Using LiDAR, “WATER”, and TOPMODEL TOPO-DRIVEN HYDROLOGY.
FNR 402 – Forest Watershed Management
Run-Off Characteristics of Streams
U.S. Department of the Interior U.S. Geological Survey Alabama Water Science Center StreamStats: By Kernell Ries and J.
1 Flood Hazard Analysis Session 1 Dr. Heiko Apel Risk Analysis Flood Hazard Assessment.
Sediment Retention model
U.S. Department of the Interior U.S. Geological Survey StreamStats: A Web-Based Tool for Estimating Streamflow Statistics by Alan Rea Idaho Water Science.
The National Water Census * Part of the Initiative Overview of the Delaware River Basin Focus Area Study Jeffrey M Fischer
DEQ Water Supply Planning Integrating Monitoring, Modeling, and Scientific Study with Adaptive Management and Planning.
U.S. Department of the Interior U.S. Geological Survey Implementation of the U.S. Geological Survey’s StreamStats Program in Kansas— A Web Application.
Application of GIS and Terrain Analysis to Watershed Model Calibration for the CHIA Project Sam Lamont Robert Eli Jerald Fletcher.
Study on scaling property of Topindex and the aquifer rating-curve in Illinois with the application of TopModel CE394K Term Project Presentation CE394K.
Geomatics Tools for Inventorying and Assessing Headwaters Adam Hogg Inventory Monitoring & Assessment, Ministry of Natural Resources Eastern Region Headwaters.
CE 424 HYDROLOGY 1 Instructor: Dr. Saleh A. AlHassoun.
Sources of streamflow from hillslopes Baseflow streamflow maintained by groundwater contributions Stormflow Augmented by direct precipitation on saturated.
Engineering Hydrology (ECIV 4323)
U.S. Department of the Interior U.S. Geological Survey Norman B. Bliss, ASRC Federal InuTeq Contractor to the USGS 6/4/2015 A continental view of soil.
Description of WMS Watershed Modeling System. What Model Does Integrates GIS and hydrologic models Uses digital terrain data to define watershed and sub.
A Soil-water Balance and Continuous Streamflow Simulation Model that Uses Spatial Data from a Geographic Information System (GIS) Advisor: Dr. David Maidment.
1 Integrating Water Resources Engineering and Geographic Information Systems (GIS) National Weather Service NWSRFS International Workshop October 21-23,
Fine-Resolution, Regional-Scale Terrestrial Hydrologic Fluxes Simulated with the Integrated Landscape Hydrology Model (ILHM) David W Hyndman Anthony D.
Introduction to the TOPMODEL
Preparing input for the TOPKAPI (TOPographic Kinematic Approximation and Integration) model PRASANNA DAHAL.
Basic Hydrology & Hydraulics: DES 601 Module 6 Regional Analysis.
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.
A Modeling Framework for Improved Agricultural Water Supply Forecasting George Leavesley, Colorado State University, Olaf David,
Arc Hydro groundwater data model: a data model for groundwater systems within ArcGIS AWRA Specialty Conference Geographic Information Systems (GIS) and.
DIAS INFORMATION DAY GLOBAL WATER RESOURCES AND ENVIRONMENTAL CHANGE Date: 09/07/2004 Research ideas by The Danish Institute of Agricultural Sciences (DIAS)
General Introduction. Developed by USGS Freely available via Internet
Water Management Options Analysis Sonoma Valley Model Results Sonoma Valley Technical Work Group October 8, /08/2007.
A GIS approach to understanding groundwater – surface water interactions in the Logan River and Red Butte Creek, Utah Trinity Stout CEE 6440.
Corn Yield Comparison Between EPIC-View Simulated Yield And Observed Yield Monitor Data by Chad M. Boshart Oklahoma State University.
CE 3354 Engineering Hydrology Lecture 2: Surface and Groundwater Hydrologic Systems.
RACC High School Training June 26, 2012 Jody Stryker University of Vermont Introduction to Watershed Hydrology.
Application of TOPMODEL GIS for Bear River Watershed
Modeling Source-water Contributions to Streamflow
TOPMODEL and the role of topography and variable contributing areas in runoff production Learning objectives Be able to define and compute the topographic.
Development and Application of a Groundwater-Flow Model of the Atlantic Coastal Plain aquifers, Aiken County, South Carolina to Support Water Resource.
in the Neversink River Basin, New York
The Calibration Process
PROCESS-BASED, DISTRIBUTED WATERSHED MODELS
A Geographic Information System Tool for Hydrologic Model Setup
Impact of climate change on water cycle: trends and challenges
Digital Elevation Model based Hydrologic Modeling
GIS FOR HYDROLOGIC DATA DEVELOPMENT FOR DESIGN OF HIGHWAY DRAINAGE FACILITIES by Francisco Olivera and David Maidment Center for Research in Water Resources.
Modeling a Spatially Distributed Water Balance Using TOPMODEL
use of GIS to assess groundwater recharge in the Texas High Plains
Digital Elevation Model based Hydrologic Modeling
EC Workshop on European Water Scenarios Brussels 30 June 2003
Presentation transcript:

U.S. Department of the Interior U.S. Geological Survey USGS Kentucky Water Science Center

The Configuration of the WATER Application WATER Simple Interface WATER draws from MANY data layers produced by MANY scientists “Any Extension” Output from “Any Extension” Data Layers Delineated area TOPMODEL

Many decisions by multiple experts must go (and have gone) into the application and processing of datasets and layers in WATER to produce accurate, consistent, and scientifically defensible results.

Brief discussion on the TOPMODEL extension in WATER Beven, K.J. and M.J. Kirkby A physically based, variable contributing area model of basin hydrology. Hydrological Sciences Bulletin, v. 24, pp Wolock, David M Simulating the variable-source-area concept of streamflow generation with the watershed model TOPMODEL. USGS WRI  TOPography-based hydrological MODEL  Developed by Beven and Kirkby, 1979  “Physically-based watershed model that simulates the variable-source-area concept of streamflow generation.” (Wolock, 1993)  Quasi-distributed approach – breaks the watershed up into landscape components that are identified by the topographic wetness index

Q out Direct RunoffInfiltration Precipitation Evaporation ET Subsurface Flow Saturated Areas Water Cycle TOPMODEL Water Budget Components

TOPMODEL topographic wetness index High values of TWI  High potential for saturation Low values of TWI  Low potential for saturation Grid cells with the same TWI are hydrologically similar Calculations need not be performed on every single grid cell (quasi distributed).

Quasi-distributed Approach km km 2

From Spatial Layers Site ID Area Total cells Lake area Uplake Area Soil Characteristics Root Zone Stream cells Latitude Impervious areas Withdrawals Discharges Topographic Wetness Index Estimated hydrograph Time series Saturated areas Stream length Precipitation and Temperature Estimates for Each Basin Historical Climate and gridded NEXRAD data DEM Streams (synthetic) Histogram DATA SOURCES KY Dam Safety Commission Soil Survey Geographic Data TR-55 Impervious Erosion Curve National Land Cover Data 2001 KY Pollutant Discharge Elimination System KY Division of Water NOAA NWS WATER Data Library

Soil Characteristics SSURGO VariablesCalculated “m”  Hydraulic conductivity (moderately high or higher)  Available Water Capacity  Field Capacity  Porosity  Depth (based on conductivity) And…..  Scaling Parameter “m” computed from processed SSURGO data  m = readily drained soil porosity/rate of decrease with depth Conductivity Multiplier K sat -High surface K sat -Low depth Scaling Parameter

Basic TOPMODEL equation: S – saturation deficit TWI – topographic wetness index m –controls range of variability in saturation deficit as m ↑, variability in S ↑ and water table gradient ↑ due to increased effect of topography - this attenuates peak flow and steadies base flow

Statistical Validation - How well does it work over all flows?

Statistical Validation How well does it work by flow regime?

CHIA specific modifications How do we get there?

Current upgrades being funded through USGS Midwest Area Mining Initiative. 3 objectives:  Full implementation of PEST for improved accuracy and regionalization (internal use for development of various extensions)  Build foundation for PHREEQC and run pilot basin  Add function to implement EarthWorks output from latest version of SEDCAD to automatically modify DEM - more work is needed beyond this.

Implementation of Parameter Estimation capability (PEST)  PEST (Doherty, 2008)  Better accommodate uncertainties or heterogeneities in basin parameters.  Facilitates scenario testing of hydrologic responses obtained by significant changes in parameters.  Helps Identify Most Sensitive Parameters – Minimizes parameter correlation.  Relative Error Analysis – Estimates variability contributed from individual parameters. TWI Ksat

Implementation of PHREEQC A USGS Computer Program for Speciation, Batch-Reaction, One- Dimensional Transport, and Inverse Geochemical Calculations (Parkhurst and Appelo, 1999) Images of PHREEQC output from Aquachem™ application Images of similar output from Geochemist ‘s Workbench ™ application  For example, PHREEQC enables:  Forward and inverse geochemical speciation modeling:  “What minerals are anticipated to dissolve?”  “What minerals will precipitate?”  “What geochemical reactions or rock/water/soil interactions produced these water-chemistry characteristics?”  Mixing models:  “If water with composition A mixes with water with composition B, what is composition of product (water C)?”  1-Dimensional Reactive Transport modeling:  “How does the water chemistry change as it moves along a stream or through an aquifer?” Potential graphical outputs

Implementation of commonly used AutoCAD formats into WATER USGS will be working with Dr. Richard Warner (UK) to incorporate output from latest version of SEDCAD into WATER (EarthWorks Package). Example output from Carlson Software’s Mining 2010 package and EarthWorks

Use of GIS and WATER to Identify and Delineate of Ephemeral, Intermittent and Perennial Channels in the Cumberland Plateau of Eastern Kentucky – Using GIS and the USGS program WATER, spatial data related to topography, soils, geology, rainfall, and field-collected geomorphic data will be used to develop flow duration curves and point-of-origin delineation criteria. This model will be extrapolated to watersheds located in the University of Kentucky’s Robinson Forest for field verification and assessment. Funded through UK Precision Resource Management Special Grant Principal Investigators – UK College of Agriculture Carmen T. Agouridis, Ph.D., P.E.; Richard C. Warner, Ph.D.; Christopher D. Barton, Ph.D.;Teri C. Dowdy, GISP Collaborator Tanja N. Williamson Ph.D., Project Chief United States Geological Survey, Kentucky Water Science Center

Tasks and processes that need to be implemented  Complete PHREEQC and SEDCAD™ programming started under USGS program  Build fully distributed application  Build function to incorporate data from outside databases  Implement MapWindow™ open-source code  Process mined vs. unmined basins to test methods – this is new science!

Incorporate fully distributed approach Critical for routing and other analyses

Incorporate additional data / databases For example: Trends Station Data and local / site specific data would be obtained and incorporated into PHREEQC extension.

Implement MapWindow open-source code MapWindow is an open source "Programmable Geographic Information System" that supports manipulation, analysis, and viewing of geospatial data and associated attribute data in several standard GIS data formats. MapWindow is a mapping tool, a GIS modeling system, and a GIS application programming interface (API) all in one convenient redistributable open source form. MapWindow was developed to address the need for a GIS programming tool that could be used in engineering research and project software, without requiring end users to purchase a complete GIS system, or become GIS experts.

 Previously proposed methods test in Kentucky ----  Apply WATER to unmined watersheds in Eastern Appalachian Coalfield regions  baseline hydrologic response  compare various settings  hydrogeologic  climatic  Apply WATER to mined watersheds in Eastern Appalachian Coalfield regions  ≥ 30% surface disturbance  simulate mining impact  Characterize changes in hydrologic response of the test watersheds  statistically evaluate changes in basin hydrology with time  compare responses between unmined and mined watersheds  determine whether relation between percent mining-disturbance and hydrologic change is quantifiable  stormwater-runoff response  baseflow or ground-water recharge Validation of WATER for CHIA applications

Tasks and processes that would improve functionality but are not critical  Build function to incorporate NEXRAD / climate data automatically.  Make WATER web based.

Incorporate / automate climate data – Rainfall intensity is critical to any process-based application Current WATER platform uses static, gridded climate data (aggregated coop station and NEXRAD). NOAA NWS and USGS personnel processed >98,500 hourly.XMRG (NEXRAD) files for WATER (2000 to 2006). This data is available via a database and could be automated; however, this is quite involved and may not be worth the price in computing power / speed.

Migrate to web-based application Web-based applications involve maintenance, but guarantee up-to-date products / versions and allow data-intensive programs to run from anywhere.

QUESTIONS?