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Last modified
1/26/2010 2:47:45 PM
Creation date
10/12/2006 2:53:55 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8126.600
Description
Arkansas River Coordinating Committee - Reports
State
CO
Basin
Arkansas
Water Division
2
Date
6/26/1947
Author
Hans Kramer
Title
Interim Report of Committee On Engineering Data And Studies to Colorado - Kansas Arkansas River Compact Commission
Water Supply Pro - Doc Type
Report/Study
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<br />.. <br /> <br />Part 4 - Reservoir Data (Contd) <br /> <br />. <br /> <br />Table 20 summarizes the climatic oondition~ at the site of John <br />Martin Reservoir, in the average month, season and year of a cyole such as <br /> <br />1908-1942, and shows the average temperature, wind velocity, relative <br /> <br />humidity, precipitation, and free water surface evapcration at that <br /> <br />location. With an evaporation rate averaging 51.46 inches annually, and <br />with precipitation averaging 1,,95 inches annually, the loss of water <br />amounts to 37.51 inches, or 3.11 feet in depth in an average year, cf which <br />2.37 feet in summer and 0.74 feet in winter months October to March. <br />The term "evapo-transpiration" employed in Table 20 recognizes <br /> <br />that losses of water occur from wet soil areas, and result from <br /> <br />transpiration incident to the growth of native vegetation, at rates <br /> <br />substantially equal to evaporation from exposed water surface areas. In <br /> <br />future reservoir and river operations studies it is proposed to ignore <br /> <br />the water losses from wet soil and vegetated areas during months when the <br /> <br />reservoir is empty, while at other times the areas exposed to the monthly <br /> <br />evapo-transpiration rates will be calculated from the combined volumes <br /> <br />of accumulated sediment and waters impounded in the reservoir. Such <br /> <br />contemplated revisions or refinements may increase slightly the previoue <br /> <br />estimates of water losses at John Martin Reservoir. <br /> <br />The following oommitments set forth in the letter from the <br />Offioe, Chief of Engineers, January 9, 1947, to the Representative of The <br />United States are applicable to the Reservoir Data presented herein: <br /> <br />a. The allocation of storage in John !':ortin Reservoir is <br /> <br />made firm at Elevation 3851 with storage above that <br />level allocated to flood control and below that level <br /> <br />r <br /> <br />... <br /> <br />". <br /> <br />to water conservation. <br /> <br />-2,9- <br />
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