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Last modified
1/26/2010 2:58:36 PM
Creation date
10/12/2006 4:17:37 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8111.805
Description
Arkansas River Compact Administration - Keesee Ditch
Basin
Arkansas
Date
1/1/1986
Author
HRS Engineering
Title
Keesee Ditch Change of Water Rights Vol 1 - Historical Operation of Kessee Ditch
Water Supply Pro - Doc Type
Publication
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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 />Irrigation Water Supply <br /> <br />Water District 67 diversion records for the Keesee Ditch were obtained from <br />the Office of the State Engineer. Table V lists monthly diversions by the ditch. <br />The average.'annual diversion for the study period was 4,945 acre-feet. The ditch <br />seniority is apparent in the monthly pattern of diversions, which indicates a <br />consistent and uninterrupted supply for the entire April to October growing season. <br />Additional water was also commonly diverted in November, December and March <br />for the buildup of soil moisture. <br /> <br />.'o/'.y.f,. <br />,;.Y"' D '" <br />o.J< .~ <br />I'-" I):;e>' <br />;.0 <br /> <br />Not all of the water diverted at the ditch headgate is available for use by <br />crops. A portion of the diversions are lost through ditch seepage, deep percolation <br />in the fields, and evapotranspiration throughout the delivery system. For the <br />Keesee Ditch, evapotranspiration losses within the distribution system were <br />considered minimal due to the limited size and length of the ditch. <br /> <br />The efficiency of the irrigation system to deliver water for use by the crops <br />is a function of the length and design of the ditch, the ditch construction materials, <br />soils and geologic materials underlying the ditch and fields, the topography of <br />the lands irrigated, the field irrigation methods used, and the pattern of diversions. <br />Based on an evaluation of these components, the delivery efficiency of the Keesee <br />Ditch was estimated to be high, due to nearly optimum conditions throughout r <br />the irrigation:system. <br /> <br />Compared to most of the ditches along the Arkansas River, the distance from <br />the river headgate to the fields is short for the Keesee Ditch, with a maximum <br />distance to any point within the system of only about seven miles. Based on the <br />distribution of soils along the ditch as determined from the Bent County Soil Survey <br />(D. S. Soil Conservany Service, 1971), a low to moderate rate of ditch seepage <br />would be expected. Once water is delivered to the fields, the field efficiency <br />would also be high. According to the Colorado Irrigation Guide (D. S. Conservation <br />Service, 1979) the combination of mostly clay loam soils, nearly level field <br />conditions, and predominant use of level border irrigation methods would produce <br />field efficiencies of 75 to 80 percent. Combined with the low seepage losses along <br />the ditch, the overall efficiency of delivery for the irrigation system was estimated ~ <br />to be about 70 percent. <br /> <br />-11- <br /> <br />-;; <br />
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