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Colorado Water Resources Circular No. 20
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Colorado Water Resources Circular No. 20
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4/18/2019 9:04:45 AM
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Water Supply Protection
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Colorado Water Resources Circular No. 20, Transit Losses and Travel Times for Reservoir Releases, Upper Arkansas River Basin, Colorado
State
CO
KS
Basin
Arkansas
Water Division
2
Date
1/1/1973
Author
Russell K. Livingston, U.S. Geological Survey, Colorado Division of Water Resources: Office of the State Engineer, Southeastern Colorado Water Conservancy District
Title
Colorado Water Resources Circular No. 20, Transit Losses and Travel Times for Reservoir Releases, Upper Arkansas River Basin, Colorado
Water Supply Pro - Doc Type
Report/Study
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0760 <br />diversions during releases considerably greater or less than 400 ft /s <br />may differ from that given in figure 7. They may be estimated by assum- <br />ing a direct relationship between release discharge and inadvertent <br />diversions (inadvertent diversions during a 100 -ft /s release would be <br />about 25 percent of that given in fig. 7). <br />Although the detailed chart study involved only 14 of about 40 <br />diversions above the Colorado Canal, the brief examination of the charts <br />for many of the other ditches indicated only minor response to the res- <br />ervoir releases. <br />Data are not available to evaluate return flow as it might affect <br />inadvertent diversions and for this reason it was not considered in the <br />preceding analysis. However, return flow in general, and specifically <br />its effect on inadvertent diversions, is an area in which further study <br />is needed. <br />Evapotranspiration <br />Evapotranspiration is the process by which water is evaporated <br />from wet surfaces or transpired by plants (Veihmeyer, 1964). A brief <br />discussion of each of the two processes involved in evapotranspiration, <br />evaporation and transpiration, follows. <br />Evaporation losses <br />Evaporation takes place both from free -water surfaces and from soil <br />surfaces. The increase in evaporation from soil surfaces due to bank <br />storage during a reservoir release was assumed to be insignificant. <br />Evaporation from free -water surfaces is commonly determined from <br />estimates of lake evaporation. Lake evaporation can be estimated by a <br />number of methods. Three of these methods were used in this phase of <br />the study and are only briefly described herein: <br />Method 1. Standard pan evaporation method (Veihmeyer, 1964). <br />By this method, average monthly pan evaporation for the entire <br />reach was determined by correlating observed pan evaporation <br />with elevation and mean monthly temperature at appropriate U.S. <br />Weather Bureau stations. The average monthly lake evaporation <br />was then computed as <br />Elake - 0 . 7 Epan - <br />(4) <br />Method 2. Modified pan evaporation method (World Meteorolog. <br />Organization, 1966). This method converts observed pan evapora- <br />tion to lake evaporation based on climatic and topographic con- <br />siderations. Calculations were made for both the Pueblo and Twin <br />Lakes U.S. Weather Bureau stations and averaged. <br />0 23 <br />
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