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SPDSS_Task64_ReviewDevelopPrecipitationRechargeEstimates
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Last modified
4/17/2013 9:36:20 AM
Creation date
6/11/2008 2:20:57 PM
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Decision Support Systems
Title
SPDSS Task 64 - Review and Develop Precipitation Recharge Estimates
Description
This memorandum presents the general approach used to develop monthly precipitation recharge estimates for both the Denver Basin and South Platte alluvial ground water models.
Decision Support - Doc Type
Task Memorandum
Date
5/11/2007
DSS Category
Groundwater
DSS
South Platte
Basin
South Platte
Contract/PO #
C153953
Grant Type
Non-Reimbursable
Bill Number
SB01-157, HB02-1152, SB03-110, HB04-1221, SB05-084, HB06-1313, SB07-122
Prepared By
Leonard Rice Engineering
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PD-PT-PQ-PE-PS <br />Where: <br />(I) <br />PD =Precipitation recharge to the aquifer (deep percolation) <br />PT =Total precipitation <br />PQ =Precipitation to surface water runoff <br />PE =Precipitation that directly satisfies growing season evapotranspiration (ET) and non- <br />growing season evaporation/sublimation <br />Ps =Precipitation stored in the soil moisture reservoir <br />The soil moisture balance approach described in Equation 1 was implemented in the following <br />steps. <br />1) Estimate Runoff (PQ) from Irrigated and Non-Irrigated Lands During the <br />Growing Season (April through October) <br />The SCS Curve Number approach (described in the SPDSS memorandum for Task 61 - <br />Effective Precipitation Estimates for Determining Crop Irrigation Water Requirements) <br />was used to estimate the surface water runoff (P~ component of precipitation during the <br />irrigation season. This approach uses daily total precipitation and a curve number to <br />calculate daily surface water runoff; daily runoff estimates were cumulated on a monthly <br />basis. <br />Curve numbers are a function of soil type, land use, and antecedent moisture condition. <br />Curve numbers for this analysis were selected from the National Engineering Handbook <br />Volume 4, NEH-4 (SCS, 1985). <br />The NEH classifies soil into the following four classes: <br />A. High infiltration rates even when thoroughly wetted and consisting chiefly of <br />deep, well to excessively drained sands or gravels. These soils have a high rate <br />of water transmission (low runoff potential). <br />B. Moderate infiltration rates when thoroughly wetted and consisting chiefly of <br />moderately deep to deep, moderately well to well drained soils with moderately <br />fine to moderately coarse textures. These soils have a moderate rate of water <br />transmission. <br />C. Slow infiltration rates when thoroughly wetted and consisting chiefly of soils <br />with a layer that impedes downward movement of water, or soils with <br />moderately fine to fine texture. These soils have a slow rate of water <br />transmission. <br />D. Soils having very slow infiltration rates when thoroughly wetted and consisting <br />chiefly of clay soils with a high swelling potential, soils with a permanent high <br />water table, soils with a claypan or clay layer at or near the surface, and shallow <br />soils over nearly impervious material. These oils have a very slow rate of water <br />transmission. <br />Task 64.doc 7 of 13 <br />
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