Cooperative Hydrology Study. Mississippi Water Resources Conference Presentation By Duane Woodward Central Platte NRD
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1 Cooperative Hydrology Study Mississippi Water Resources Conference Presentation By Duane Woodward Central Platte NRD
2 COHYST Process to develop databases and analytical tools to improve understanding of hydrologic and geologic conditions in the Platte River Basin. STUDY AREA
3 Sponsors Central Platte NRD Tri-Basin NRD Twin Platte NRD Central Nebraska Public Power & Irrigation District Nebraska Public Power District Nebraska Department of Natural Resources Nebraska Game & Parks Commision
4 COHYST s Purposes: Understand Groundwater/Surface Water Relationships Platte River Cooperative Agreement process Evaluation of management / regulation options Provide data & information to Nebraska s policy makers
5 No New Depletions to FWS Target Flows after July 1, 1997 from: New surface water diversions New groundwater pumping
6 COHYST & Integrated Management Analysis and comparison of potential alternatives regarding impact on groundwater and stream flow
7 MODFLOW Regional Models Western Model Unit Souix Box Butte Sheridan Central Model Unit Scotts Bluff Banner Morrill Arthur McPherson Eastern Model Unit Kimball Cheyenne Garden Deuel Keith Custer Merrick Polk Perkins Lincoln Dawson Buffalo Hall Hamilton York Chase Hayes Frontier Red Willow Gosper Phelps Kearney Adams Clay Harlan Franklin Webster Nuckolls Boundary of High Plains aquifer
8 Estimated Stream Depletion in the Nebraska Platte Basin due to New Irrigated Land after 07/01/1997 Prepared by the Cooperative Hydrology Study (COHYST) for the Nebraska Department of Natural Resources (DNR) July 2008
9 Stream Depletion Analysis Reaches used in analysis A Wyoming to Kingsley Dam (blue streams) B Kingsley Dam to Tri-County Supply Canal (violet streams) C Tri-County Supply Canal to Lexington (cyan streams) D Lexington to U.S. Highway 183 (pink streams) Reaches used in analysis E U.S. Highway 183 to Chapman (blue streams) F Chapman to Columbus (violet streams) A Streams are assigned to reach based on where they contribute to flow of Platte River B C D E F
10 Results Lexington to Hwy. 183 (D) Jan-38 Jan-28 Jan-18 Jan-08 D Jan-98 Stream depletion, in acre-feet per day
11 Results (continued) Annual results for year ending May 1 of indicated year Units are thousands of acre-feet per year Wyoming line to Kingsley Dam Kingsley Dam to Tri-County Canal Tri-County Canal to Lexington Lexington to Highway Highway 183 to Chapman Chapman to Columbus TOTAL
12 Stream Depletion of Pumping Wells Pumping period 50 years Analysis was developed by running a cycle well program for the Platte Basin model cells. Analysis provide area where Stream Depletion was > 10% at the end of 50 years
13 Fully Appropriated Area Over Appropriated Area
14 COHYST 2010 A Total Water Budget Approach to Integrated Water Management
15 Focus on new area:
16 New Management Objectives Model must take into account: Complete water budget Temporal variability Transient flow targets Consumptive use Tracking and Accounting Incorporate surface water component Capable of management alternatives analysis
17 Phases Phase I: Water Budget Phase II: Develop a suite of modeling tools Phase III: Apply developed tools
18 Atmosphere Precipitation (P) Evapotranspiration (ET) Surface Water in (SWI) 1.4 Groundwater in (GWI) 0.5 Land Surface -0.1 Aquifer -0.6 Change in Storage (ΔSTO) Change in Storage (ΔSTO) Surface Water out (SWO) 2.2 Groundwater out (GWO) 0.6 Measured water budget, mean conditions. Units = Million acre-feet/year
19 Develop a suite of tools P ET Watershed Model (CROPSIM) RO* R
20 P ET Watershed Model (CROPSIM) R RO* SW I Surface Water Model (STELLA) RO* R Δ STO*
21 P ET Watershed Model (CROPSIM) RO* SW I Surface Water Model (STELLA) RO* R R Δ STO* BF* SWO GWI* Groundwater Model (MODFLOW) Δ STO* GWO*
22 COHYST 2010 Watershed Field Level Analysis Inputs, Calibration Variables, and Initial Results Marc Groff The Flatwater Group, Inc
23 GENERAL APPROACH Soil Information Weather Data from Selected Climate Stations Crop Characteristics Production Zone Characteristics CROPSIM Summarized Land Use Information Output: Soil Water Balance Irrigation Requirements Evapotranspiration Deep Percolation Runoff Develop production functions from CROPSIM output and combine with summarized land use to predict water budget elements 23
24 Run024: Weather Stations 24
25 Run024: Model Soils 25
26 Monthly NIR Variation 26
27 COHYST 2010 Groundwater Tool Miller, Pun, Osborn
28 Inputs: Active area (IBOUND) Aquifer properties Storage (Sy, Ss) Conductivity (Kx,y,z) Boundary conditions Temporal (initial conditions) Head Dependent (STR, RIV, DRN, GHB, EVT) Defined Flux (WEL, RCH)
29 COHYST 2010
30 TREND MAPS Run 24 WATERSHED MODEL 30
31 31
32 32
33 33
34 34
35 BASEFLOW COMPARISON 35
36 Surface Water Operations Model - STELLA Simple to Complex Systems Flexible tool and user-friendly Transparent and easy to understand Ideal for consensus building process
37
38 Model Physical Components River Reaches Canal Diversions/Returns Reservoirs Hydropower
39 Platte River Gages Platte River Gages Duncan Grand Island Odessa Overton Cozad Brady North Platte (S. Platte and N. Platte) Roscoe Julesburg Sutherland Keystone Lewellen Period of Record 1954-present 1954-present 1954-present 1954-present 1954-present 1954-present 1954-present 1982-present 1954-present 1954-present 1954-present 1954-present
40 Canals North Platte Canals Keith Lincoln Canal North Platte Canal Paxton Hershey Canal Suburban Canal Cody Dillon Canal Birdwood Canal Keystone Canal South Platte Canals Platte Canals Tri County Canal - CNPPID Supply Canal Phelps County Canal E65 Canal E67 Canal Gothenburg Canal Cozad Canal Dawson County Canal Thirty Mile Canal Western Canal Korty/Sutherland Canal Six Mile Canal Orchard Alfalfa Canal Kearney Canal
41 Reservoirs Lake McConaughy/Lake Ogallala Sutherland Reservoir Lake Maloney Jeffrey Lake Johnson Lake Elwood Reservoir B1 Reservoir Kearney Reservoir
42 Hydropower Kingsley Hydropower North Platte Hydropower Jeffrey Hydropower J1 & J2 Hydropower Kearney Hydropower
43 Modeling Parameters Calibration Verification Daily Time Step External Boundary Conditions/Inputs Lake McConaughy Inflow Julesburg Gage Initial Baseflow & Runoff Estimates
44 COHYST GUI Introduction 2015 HDR, Inc., all rights reserved.
45
46 GUI Benefits Automated run (while you sleep) No missed steps Easier for one person to complete Data conversions done automatically Repeatable Log files record process/stella inputs Some data processing tools Easier to learn
47 COHYST 2010 Integrated Model Analysis Surface Water Canal Lining project Conjunctive Water Management Scenario Analysis Platte River Basin Robust Review Platte River Program Project Scoring Analysis
48 COHYST and Conjunctive Water Management Surface water / groundwater interrelationship Where and how surface water and groundwater interact Sustainable irrigation water supply Study Area
49 Questions? Duane Woodward Hydrologist Central Platte Natural District 49
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