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CRDSS_Task2-09-4_IrrigWaterRequirements_SanJuanDoloresBasins
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9/25/2011 10:18:45 AM
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Decision Support Systems
Title
CRDSS Task 2.09-04 - Consumptive Use Model - Irrigation Water Requirements in the Dolores and San Juan River Basins
Description
This task memorandum describes the computation of irrigation water requirement (IWR) in the Solores and San Juan River Basins for years 1985 to 1990.
Decision Support - Doc Type
Task Memorandum
Date
11/26/1996
DSS Category
Consumptive Use
DSS
Colorado River
Basin
San Juan/Dolores
Contract/PO #
C153658, C153727, C153752
Grant Type
Non-Reimbursable
Bill Number
SB92-87, HB93-1273, SB94-029, HB95-1155, SB96-153, HB97-008
Prepared By
Riverside Technology inc.
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The weather stations recommended by CRDSS (shown in Table 2 and 3) are used. The data sets are <br />prepared to support the input requirements for estimating evapotranspiration by the SCS Blaney- <br />Criddle method. The data set for Penman-Monteith calculations cannot be prepared mainly because <br />of a lack of representative daily weather data for the entire Dolores and San Juan River Basins. <br />Table 4 shows the annual irrigation water requirement (IWR) for 1985-1990 for the Dolores and San <br />Juan river basins as estimated by using the SCS Blaney-Criddle evapotranspiration estimation. The <br />6-year average annual IWR is 344,404 acre-ft. The peak IWR is in 1989 (416,524 acre-ft) while the <br />lowest IWR occurred in 1986 (275,407 acre-ft). Table 5 shows the 6-year average annual IWR by <br />subarea. The highest IWR by subarea, by county, and by HU is in Montezuma 14080002 in the San <br />Juan river basin (74,255 acre-ft), La Plata (134,424 acre-ft), and HU14080101 (79,128 acre-ft), <br />respectively. <br />Table 6 shows the 6-year average annual IWR in terms of unit depth for each subarea. The average <br />value for the Dolores and San Juan river basins is 1.45 feet. The highest per unit depth IWR by <br />subarea, by county, and by HU is in Mesa 14030004 (2.66 feet), and the smallest per unit depth IWR <br />by subarea is in Archuleta 14080102 (1 foot). <br />3.0 CONCLUSIONS/RECOMMENDATIONS <br />The 6-year average IWR for the Dolores and San Juan river basins is estimated to be 344,404 acre-ft. <br />The water supply information should be considered directly when estimating the actual consumptive <br />use. The CRDSS consumptive use (CRDSS-CU) program has this capability. By linking CRDSS- <br />CU to the Water Resource Planning Model (STATEMOD), estimates of consumptive use are subject <br />to the actual availability of water supply. The results of this process are presented in Task <br />Memoranda 2.09-05 - 2.09-08. Other uses (non-irrigation CU) are presented in Task Memoranda <br />2.09-10 - 2.09-13 and total values for the entire Colorado River Basin are presented in Task <br />Memorandum 2.09-20. <br />Depending on the level of detail desired, several different data sets can be prepared for estimating <br />IWR in the Dolores and San Juan River basins. Smaller subareas may be chosen to increase the <br />representativeness of the consumptive use data. For example, the growing season of a particular crop <br />may not be uniform across a subarea defined by HU and county combination, thus, breaking the <br />subarea into smaller areas would allow assigning a more representative growing season for each <br />smaller area. Similarly, when the weather parameters in a HU-county subarea are derived by <br />weighting two or more weather stations, it may be better to break the subarea into smaller areas such <br />that each smaller area is associated with a single weather station. <br />4.0 OTHER ESTIMATES OF CONSUMPTIVE USE <br />The CRDSS-CU model incorporates an enhanced version of the SCS Blaney-Criddle methodology <br />which includes a monthly soil moisture budget. This allows soil (i.e., water holding capacity, and <br />AWC) and management (i.e., management allowed depletion, MAD) characteristics as well as winter <br />soil moisture carry-over to be incorporated in the estimation of IWR. Using the enhanced version of <br />the CU model, new estimates can be obtained. <br />2 <br />11.26.96 2.09-04 IDS/CSU <br />
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