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Hydrologic Effects of Reducing Irrigation to Maintain a Permanent Pool
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Hydrologic Effects of Reducing Irrigation to Maintain a Permanent Pool
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Last modified
7/19/2010 1:24:00 PM
Creation date
6/28/2010 4:24:46 PM
Metadata
Fields
Template:
Water Supply Protection
Description
ARCA
State
CO
KS
Basin
Arkansas
Water Division
2
Date
1/1/1975
Author
U.S. Geologic Survey, Richard R. Luckey, CWCB, State Engineer, Southeastern Colorado Water Conservancy District
Title
Hydrologic Effects of Reducing Irrigation to Maintain a Permanent Pool
Water Supply Pro - Doc Type
Report/Study
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0727 <br />• <br />Water distribution <br />1. Monthly demand by each canal. <br />2. Water rights and appropriation dates for each canal. <br />3. Location of each canal headgate and irrigated land under <br />the canal. <br />4. Pumping capacity of wells in each reach - band -side combination. <br />Each month of simulation, the stream outflow from a reach is <br />calculated by adding the main stem inflow, tributary inflow, steady <br />ground -water inflow, and return flow from recharged applied irrigation <br />water and precipitation, and subtracting canal diversion and stream <br />depletion by wells and by evapotranspiration from the shallow water <br />table. The functional relationships between aquifer stress and stream <br />response is used to determine the timing between the stress and the <br />response. These relationships also determine the change in ground -water <br />storage in each reach and side each month. <br />E <br />
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