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Last modified
1/26/2010 12:31:36 PM
Creation date
10/11/2006 10:31:49 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8407.600
Description
Platte River Basin - River Basin General Publications - Kansas General Publications
State
CO
Basin
South Platte
Water Division
1
Date
6/1/1959
Author
Kansas Water Resourc
Title
Kansas Streamflow Characteristics - Part 1 - Flow Duration - Technical Report Number 1
Water Supply Pro - Doc Type
Report/Study
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<br />()"'" c") ~ ^ <br />\.Ju ~:iD <br /> <br />47. <br /> <br /> <br />Duration Curves <br /> <br />Flow duration curves of 115 of the stat ions in this section represent natu- <br />ral unregulated conditions of flow, Other investigators may deem it neces- <br />sary to apply definitive criteria for the identification of natural flow, but,for: <br />this report it was arbitrarily decided that essentially natural flow-duration <br />relations could be developed from,all years of record at all stations except <br />as follows: (1) For station e, South Fork Republican River near Benkelman, <br />records were used only prior to closure of Bonny Reservoir. (2) For lower <br />RepublicanRiver stations 8, 13, and 14, all records were used prior to clo- <br />sure of Harlan County Reservoir in November 1952, thus not evaluating the <br />possible effect of older reservpirs and diversions in the headwaters. (3) For_' <br />stations on Smoky Hill and Solomon Rivers, records were used only for the <br />years prior to respective closure upstrea:m of Ced.ar Bluff, Kanopolis, Kir- <br />win and Webster Reservoirs. The possible effect of these reservoirs and <br />those on Republican River was not evaluated for the cmaIn-stem stations on <br />Kansas River below Republican River. (4) On the main stem of Arkansas <br />River, the stations from near Wichita to Arkansas City were considered not <br />to have been significantly affected by irrigation developments during the pe- <br />riod, and by John Martin Reservoir. However, duration curves for natural <br />flow conditions were not prepared for the seven stations upstream, because <br />the period of natural flow conditions was too short. (5) For stations below <br />Fall River Reservoir on Fall River and Verdigris River, only records prior <br />to 1949 were used. Flow-durat ion curves of natural flow may be used to de- <br />fine the rate of flow per unit area of their drainage basins. For the 115 sta- <br />tions in this group, the discharge scale is shown as cubic feet per second <br />(abbreviated to second-feet or ds) per square mile. <br /> <br />Flow-duration curves for established regulated.conditions are included for <br />three Smoky Hill River stations below Kanopolis Reservoir, seven upper Ar- <br />kansas River stations and two Fall River stations below Fall River Reservoir. <br />The discharge scale for these curves is shown in cubic feet per second be- <br />cause these data are applicable onlyat one pointon the river. Users of these <br />curves should fully understand their limitations. Althbugh their periods of <br />regulated records have been extended to the base period 1921-56 by the same <br />methods used for extending records of natural flow; the curves define only the <br />extension of the observed short pattern of experience. If the man-controlled <br />operational plan of the reservoirs should change in future years, the regu- <br />lated flow-duration curves would also change accordingly. <br /> <br />The following factors are applicable to all figures in th.is section. The sta- <br />tions are arranged in downstream order. Open circles on each figure show <br />the flow-duration relations for the period of observed ,data. This period is <br />defined in the explanatory box and is either for the complete periodof record <br />if cons idered unregulated or for the period either before or after regulation. <br />Solid-line curves on each.iigure show the regional flow duration curve adjust- <br />ed to the base period 1921-56. The significance of the shape and other prop- <br />erties of these flow duration curves will be described in subsequent sections <br />of this report. <br />
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