Analytic Vs Numeric Ground Water Models Ray R. Bennett, PE Colorado Division of Water Resources.

Slides:



Advertisements
Similar presentations
Historical CU Analyses: A Case Study Introduction - Overview Crop ET – Weather/Climate Data Water Supply Analysis Crop Information Using StateCU Recap.
Advertisements

Water. a renewable resource: the hydrological cycle.
AWRA Annual Meeting: 2011 Albuquerque, NM Session: New Water Resources of NM and Obstacles to their Development 1:30 – 3:00 Monday, Nov 7 ”Economic Costs.
Robert Goldstein Senior Technical Executive, Water & Ecosystems WSWC–WGA Energy–Water Nexus Workshop Denver, April 2, 2013 Water Prism: Decision Support.
International Center for Agricultural Research in the Dry Areas Regional Knowledge Exchange on Decision-support Tools and Models to Project Improved Strategies.
Climate Change and Water Resources Challenge in California Francis I Chung, Ph.D., P.E. Department of Water Resources.
Administration of surface and ground water within Colorado with the assistance of modeling Mike Sullivan, P.E. CO DWR - Deputy State Engineer James Heath,
Using the Best Science to Estimate Consumptive Use March 12, 2010.
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
(Mt/Ag/EnSc/EnSt 404/504 - Global Change) Water Resources (from IPCC WG-2, Chapter 3) Water Resources Primary Source: IPCC WG-2 Chapter 3 – Freshwater.
How Much Do We Have Left? Coming to Terms With the Colorado River Water Availability Study Annual Colorado Water Workshop July 21, 2010 Ben Harding – AMEC.
Green River Water Rights Distribution Model (MODSIM) Update By Division of Water Rights
Impact of Climate Change on Flow in the Upper Mississippi River Basin
Comparing the Storage Efficiencies of the Highland Lakes and the Proposed LCRA-SAWS Project Lower Colorado River Reservoirs Andrew Judd Semester Project.
Integrated Water Management Modeling Framework in Nebraska Association of Western State Engineers Spring Workshop Salt Lake City, Utah June 9, 2015 Mahesh.
Demands, Supplies & Priorities. Demand Sectors Irrigation Livestock Mining Industrial Commercial Ecosystems Domestic Total Water Demand Major Cities.
Klamath Basin Water Distribution Model Workshop. OUTLINE Brief Description of Water Distribution Models Model Setups Examples of networks and inputs Demand.
Flow Estimation in the Wood River Sub-Basin. Study Motivation To estimate an historical record at the mouth of the Wood River. –Enables comparison of.
Determination of Ellenburger Aquifer Sustainability
Advancements in Simulating Land Hydrologic Processes for Land Surface Modeling (LSM) Hua Su Presentation for Physical Climatology.
Upper Colorado River Basin spatial analysis of water demand Olga Wilhelmi Kevin Sampson Jennifer Boehnert Kathleen Miller NCAR, Boulder.
Western States Remote Sensing of ET Workshop Boise, 12 October 2011 METRIC TM Consumptive use from energy balance (METRIC) and conventional estimates for.
Overview of WEAP. Water Evaluation and Planning System WEAP A generic, object-oriented, programmable, integrated water resources management modelling.
Streamflow Predictability Tom Hopson. Conduct Idealized Predictability Experiments Document relative importance of uncertainties in basin initial conditions.
Understanding Ground Water Modeling Gary Johnson Donna Cosgrove Idaho Water Resources Research Institute University of Idaho Idaho Falls.
GROUND-WATER AVAILABILITY Planning for Sustainable Future Water Supplies South of the C&D Canal Delaware Geological Survey – January 2007.
Water Chapter 11. Water Resources  Two types of water  Fresh (3%)  77% in icecaps and glaciers  22% ground water  1% other  Salt (97%)  Two types.
CE 424 HYDROLOGY 1 Instructor: Dr. Saleh A. AlHassoun.
A Dissipative Hydrological Model for Oasis in Arid Area TANG, Qiuhong Oki/Kanae Lab. The University of Tokyo IHWR, Tsinghua Univ
Division Engineer Water Supply Report Gunnison State of the River Meeting June 1, 2015 Bob W. Hurford, P.E. Division Engineer Water Division 4.
Engineering Hydrology (ECIV 4323)
AGRON / MTEOR 404 Global Change Changes to Water Resources Raymond Arritt Department of Agronomy.
Law School for Journalists Colorado Bar Association Ken Knox Division of Water Resources March 13, 2007.
Understanding hydrologic changes: application of the VIC model Vimal Mishra Assistant Professor Indian Institute of Technology (IIT), Gandhinagar
Linkage Between StreamStats and Water-Use Database SWUDS Water-Use Database (UNIX/ Ingres) Data Ware- house (Windows/ Access) StreamStats Output Web service.
South Platte Decision Support System Colorado Water Conservation Board and Division of Water Resources.
(Mt/Ag/EnSc/EnSt 404/504 - Global Change) Water Resources (from IPCC WG-2, Chapter 3) Water Resources Primary Source: IPCC WG-2 Chapter 3 – Freshwater.
Why a new groundwater model? Developing a new model for sacramento valley Annual DWR Geology & Groundwater Meeting December 3, 2014 Linda D. Bond, P.G.
HYDROLOGY AND WATER MANAGEMENT Ed Maurer Dept. of Civil and Environmental Engineering Univ. of Washington.
Use of Response Functions to Administer Water Rights AWSE Spring Meeting Salt Lake City, Utah June 2015 Michael Sullivan.
Surface Water Surface runoff - Precipitation or snowmelt which moves across the land surface ultimately channelizing into streams or rivers or discharging.
BASIN SCALE WATER INFRASTRUCTURE INVESTMENT EVALUATION CONSIDERING CLIMATE RISK Yasir Kaheil Upmanu Lall C OLUMBIA W ATER C ENTER : Global Water Sustainability.
Ground-Water Management Plan Beryl Enterprise Area August 6, 2007 Sign up sheet.
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.
 Crop Consumptive Use Model Practical Application Software Scenarios Methods Structure Scenario Example Materials Available.
June 2009: How severe is the current drought in the Hill Country?
Modeling with WEAP University of Utah Hydroinformatics - Fall 2015.
Irrigation Water Management Brady S. McElroy, P.E. USDA-NRCS, Lamar, CO Custer County IWM Workshop March 3, 2016.
Radial Flow to an Unconfined Aquifer From Mays, 2011, Ground and Surface Water Hydrology.
Colorado Public Meeting
Steven Burian and Erfan Goharian Hydroinformatics Fall 2013
Aquifer Test Analysis Carter Lake, Iowa
Development and Application of a Groundwater-Flow Model of the Atlantic Coastal Plain aquifers, Aiken County, South Carolina to Support Water Resource.
Klamath ADR Hydrology Report
Engineering Hydrology (ECIV 4323)
Data Elements Site name Site type WU transaction type Source name
Mitigation and aquifer recharge opportunities in the Clark Fork Basin
2018 Kern County Water Summit
June 2009: How severe is the current drought in the Hill Country?
Boundary Conditions Sources and Sinks Based on Slides Prepared By
WRE-1 BY MOHD ABDUL AQUIL CIVIL ENGINEERING.
Chapter 5 Sources and Sinks
Supply & Demand Approach— CAP:SAM
Structure Scenario Structure Scenario Wizard Walkthrough
Agricultural Water Transfers in Northern California and Implications for Sustainable Management of Groundwater Storage    Steffen Mehl & Eric Houk Kyle.
A Modeling Approach to Assess the Feasibility of Water Injection, Storage, and Recovery  ASR Recoverability Guidance Project Reinaldo E. Alcalde Dr. Charles.
Systems and Components – A Process for Developing the Total Water Budget Handbook for Water Budget Development - With or Without Models CWEMF 2019 Annual.
Presentation transcript:

Analytic Vs Numeric Ground Water Models Ray R. Bennett, PE Colorado Division of Water Resources

Example Analytic (Glover) Application

Analytic (Glover)  Depletion (q) is a function of: –Pumping (Q) –Transmissitivity (T) –Storage Coefficient (S) –Distance from well to river (x) –Distance to Aquifer Boundary (w)  Data is assigned by Aquifer (1 value)  RELATIVELY SIMPLE

Analytical (Glover) Key Assumptions  Conductivity (K) is Constant  Uniform Aquifer Thickness –Transmissitivity is Constant  Flat Water Table  Stream is Fully Penetrating

Analytical (Glover) Results Response from Pumping in Month 1 Only

Example Numeric Model

Numerical (Modflow) Model  Depletion is still a function of: –Pumping (Q) –Hydraulic Conductivity (K) –Aquifer Thickness (b) –Storage Coefficient (S) –Distance from well to river (x) –Distance to Boundary (w)  Data is assigned by Model Cell (1,000’s)  Might include complex geometry, multiple layers, boundary conditions, partially penetrating streams, ET from GW, subirrigation, impact on canals, ….  LOTS of WORK

Numerical (Modflow) Results  Stream Depletion –By stream Reach (not a point)  Water Levels  Ground Water Balance  Stream Water Balance –Phreatophyte CU –Subirrigation –Complex Geology (faulting) –Complex Boundaries –Multiple, Layered Aquifers

Comparison Summary

South Platte Decision Support System Colorado Water Conservation Board and Division of Water Resources

CDSS Applications in Colorado Complete: Colorado - Green Colorado - Green 90% Complete Rio Grande - Blue Rio Grande - Blue Feasibility Study South Platte - Red South Platte - RedFuture Arkansas - White Arkansas - White Republican - SE Red Republican - SE Red

South Platte DSS Republican River Includes Division 1 except Republican (WD 65) and North Platte (WD 47)

SPDSS Components  Data - Tabular and Maps  New Data - Irrigated Lands, stream gages, aquifer data, and observation wells  Tools - SW, GW, CU, Admin.  Documentation & Product Distribution  User Involvement

Tabular Data  Stations –Streamflow –Climate (temp, ppt., evap.)  Structures –Diversions –Reservoirs –Instream Flows  Water Rights –Transaction –Net  Ground Water –Water Levels –Pumping Tests  Calls –Tributary –Mainstem  Other –Agricultural Statistics –Crop Growth Coefficients

StateView

Spatial (map) Data  Basemap –Hydrology –Roads –Cities and Towns –Public Land Survey (T-R-S)  Stations –Diversions –Reservoirs –Instream Flows –Climate  Irrigated Acreage –Water Source –Crop Type –Irrigation Method  Other –Average precipitation –Average evaporation –Canals –Drains

Base Map

Irrigated Acreage Mapping 1. Irrigated 2. Crop Types 3. Water Supply

Soil Data Irrigated Acreage and Crop Type Surface Water Supply Data Climate Data Irrigation Method Supplemental Sources Ditch Efficiencies Locally Calibrated Blaney-Criddle Crop Coefficients

StateCU (Consumptive Use) Typical Results

Modflow Colorado’s Ground Water Model

StateMod Colorado’s Water Resources Planning Model Ray Bennett, Colorado Division of Water Resources

StateMod Major Features Network System Monthly or Daily Time Step Prior Appropriation Doctrine Structure Types Diversions, Reservoirs, Instream Flows, Wells & Plans Operational Rules Complex water operations Graphical User Interface

StateMod Features (cont.....) Creates Base or Natural Flows Efficient Solution Method – Direct Solution Algorithm – Modified Direct Solution Algorithm Variable Efficiency Soil Moisture Accounting Plan Accounting Call Reporting

StateMod – Graphical User Interface

Product Distribution - CD or WWW Compact Disk

More about SPDSS  Web Site –  DWR –Ray Bennett (303)  CWCB –Ray Alvarado (303)