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PROJ00132
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Last modified
11/19/2009 11:43:08 AM
Creation date
10/5/2006 11:37:07 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
FS0014X
Contractor Name
Southern High Plains Ground Water Management District
Contract Type
Loan
Water District
0
County
Prowers
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />I <br />I <br />I. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />5.2 ESTIMATED WATER USE <br />The ability to determine the amount of water actually being withdrawn from the aquifers <br />depends upon either direct measurement or approximation. Examples of direct measurement <br />include flow data obtained directly from wells that are either equipped with totalizing flow meters <br />or hour meters if the rate of discharge of the well is already known. The approximation method <br />utilizes equations and climatological data to estimate the volume of water required. These two <br />methods can be used together to provide accurate estimates of the overall pumpage for an <br />area. One method of estimating water demand is based upon the Blaney-Criddle method with <br />climatological input data from local sites. <br /> <br />The source of the crop coefficients used in the Blaney-Criddle formula are from the "Irrigation <br />Water Requirement Technical Release No. 21" developed by the USDA's Soil Conservation <br />Service. Two sites within the District, Springfield and Walsh, which have climatological data, <br />were selected for this analysis. Springfield was selected because it has a longer period of data <br />and associated climatological averages than Walsh. Walsh was selected because it is <br />approximately twenty miles east of Springfield making it more centrally located and more nearly <br />the same elevation within the irrigated area of the District. In addition, Springfield is <br />approximately 600 feet higher in elevation than Walsh. <br /> <br />The estimated monthly and seasonal irrigation requirements per acre using the Blaney-Criddle <br />method were multiplied by the number of acres of the four major crops being irrigated to <br />estimate the peak monthly demand and seasonal demand for the respective irrigation water <br />requirements for the four major crops in the district. The results of these calculations are <br />presented in Table 5-2. This analysis shows that there would be in excess of 220,000 acre-feet <br />of water withdrawn annually to the approximately 128,800 acres of the four major irrigated crops <br />(corn, wheat, sorghum, and alfalfa) in the basin. This volume of water was estimated by <br />inserting the weather data from Springfield, Colorado into the Blaney-Criddle method. An <br />irrigation efficiency of 85 percent was assumed for these calculations. This level of irrigation <br />efficiency reflects the significant number of center-pivots equipped with drop nozzles that are <br />present in the district. <br /> <br />For comparison purposes, 1999 weather data from the Walsh weather station was used to <br />estimate the volume ground water pumped in 1999. These volumes for each crop type are <br />presented in Table 5-3. The total annual volume of water estimated to be withdrawn would <br />increase to nearly 227,000 acre-feet using the Walsh climatological data. Similarly, the 1999 <br />weather data for Springfield was used to estimate the ground water pumpage volume in 1999. <br />These volumes for each crop type are presented in Table 5-4. The total annual volume was <br /> <br />V-2 <br />
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