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WSPC00755
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Last modified
1/26/2010 11:06:53 AM
Creation date
10/9/2006 2:20:06 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8530.300
Description
Rio Grande Basin-Water User Groups and Conservancy Districts-Rio Grande Water Conservation District
State
CO
Basin
Rio Grande
Water Division
3
Date
7/20/1970
Title
WCD-Rio Grande Water Conservation District-Corres Reports etc-1967-82-Norton Drain Project Summary Report-Rock Creek Channelization Project Preliminary Engineering Report
Water Supply Pro - Doc Type
Report/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 /> <br />7 <br /> <br />Benefi ts <br /> <br />The benefits tbat will be derived from the proposed Rock Creek Channelization <br />Project are twofold. Firat, water loat to nonbeneficial use by evapotranapira- <br />tion will be salvaged to a large extent and can be applied to deliveries <br />stipulated in the Rio Grande Compact. Second, a portion of the water logged <br />land can be adequately drained as tbe channelization will furnish a conveyance <br />cbannel to the Rio Grande. <br /> <br />A recent study carried on by U. S. Geological Survey indicates pan evaporation <br />to be 52.25 inches for the six month period April to September. Measurable <br />losses in phreatopbytic areas by evapotranspiration occur when the water <br />table is as low as 12 feet below tbe surface of the land. It is interesting <br />to note thst at a deptb to water of six feet, an annual loss of one foot is <br />sbown in such areae. <br /> <br />With such significant losses of water the value of water table control is <br />readily apparent. While Lower Rock Creek cannot be considered a true <br />pbreatophytic area, loeses by transpiration to grasses of low nutritional <br />value are significant as are losses by evaporation from water wbich is ponded <br />in many places in the area from the Hio Grande west for approximately five <br />miles and from Alamosa south to the Norton Drain. The area in which this <br />ponding occurs is vary flat and would require pumping to lower tbe water <br />tahle, however, even tbough a shallow drain would not control the water table <br />adequately it would reduce the area of ponds significantly. <br /> <br /> <br />It is felt that a conservative evaluation of salvaged water sbould be presented <br />in tbis report. Using information obtained from reports prepared by and work <br />done by U. S. Geological Survey, Soil Conservation Service, Colorado Water <br />Conservation Board and Water Administrators of the San Luis Valley togetber <br />with field information obtained for this study, an estimate of salvaged water <br />is presented below. <br /> <br />a . Area affected by channelization <br />b . Area affected by water table control <br />c Q Surface area of exposed water <br /> <br />. 60,000 acres <br />= "0,000 acree <br />= 1,280 acres <br /> <br />Considering the evapotranspiration 108s of "b" as one foot (loss at six foot <br />depth to water) and assuming two-thirds of the land area "a" eventually <br />will have controlled irrigation and not contribute to water developedl <br /> <br />1 x "0,000 x 0.33 <br /> <br />= <br /> <br />13,200 acre feet <br /> <br />Assuming salvage of water from half the estimated exposed water surface "c": <br /> <br />".35 x 1280 x 0.5 <br /> <br />.. <br /> <br />2,78" acre feet <br /> <br />Total estimated annual salvaged water <br /> <br />.. <br /> <br />15,98" acre feet. <br /> <br />0578 <br />
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