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Draft Technical Memorandum
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Last modified
2/22/2013 2:11:22 PM
Creation date
1/17/2013 1:17:56 PM
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Water Supply Protection
Description
Prepared for States of Colorado, Nebraska, and Wyoming related to Platte River Endangered Species Partnership (aka Platte River Recovery Implementation Program or PRRIP)
State
CO
WY
NE
Basin
South Platte
Water Division
1
Date
2/6/2002
Author
Parsons Engineering Science, Inc. Simons & Associates, Carter Johnson
Title
Draft Technical Memoranda - Platte River Channel Dynamics Investigations
Water Supply Pro - Doc Type
Report/Study
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• <br />PARSONS <br />• B. Questions Regarding Sediment Transport <br />• C. Questions Regarding Vegetative Encroachment <br />• D. Questions Regarding Macro - Historic Natural Variability <br />• Geomorphic and Vegetative Consequences of "Proposed Program" <br />This Technical Memorandum describes the results of Investigation Task Al, the first of <br />five tasks comprising Issue Category "A" — Questions Regarding Channel Narrowing or <br />Deepening. <br />Presumed Pre - Development Conditions of Platte River System <br />According to the authors of the draft report entitled "Platte River Channel: History <br />and Restoration" (Murphy and Randle, 2001a), prior to the development of water <br />resources within the Platte River basin (which largely occurred during the 1900s), the <br />Platte River channel was wide, shallow, and braided in geomorphic configuration. <br />Annual flood peaks were high — commonly greater than 10,000 cubic feet per second <br />(cfs), sediment loads were large, and the median grain size of the river bed was fine sand. <br />Overall channel widths including active (flowing) and inactive (dry) channels, and <br />intervening braid -bar systems, were on the order of one mile, and the shifting sand bars of <br />the braided river system kept the channel relatively free of vegetation. As stated in the <br />draft report entitled "Platte River Channel: History and Restoration" <br />"During the period 1902 -1909, the average annual peak flow (average annual <br />maximum of mean daily flows) at the stream gage near Overton, Nebraska was 20,500 <br />ft3 /s, and the mean annual flow rate was 2,900 ft3 /s. (Murphy and Randle, 2001a, p.2) <br />"The Central Platte River before the 1900s was dynamic, changing from year to year, <br />and may have been slightly aggrading in certain reaches. The river is nearly straight, <br />with a channel slope equal to the valley slope.... Overall, the channel was likely in a <br />natural state near dynamic equilibrium ... (Murphy and Randle, 2001a, p.2) <br />"Floods and droughts would come and go and the river would change in response to <br />these flow changes, but the channel effects of these flow variations would fluctuate <br />around average channel parameters that described the long -term- average properties <br />of the river." (Murphy and Randle, 2001a, p. 3) <br />During the 1930s and 1940s, large storage reservoirs were constructed in the Platte <br />River watershed to provide water for irrigation. These reservoirs were (and are) used to <br />store water during periods of high streamflow, for release during later periods of low <br />streamflow, or as needed. The authors of the draft report entitled "Platte River Sediment <br />Transport and Riparian Vegetation Model" (Murphy and Randle, 2001b) claim that this <br />pattern of reservoir storage: <br />"significantly reduced the annual peak flows and the application of water to <br />agricultural lands reduced annual flows within the river channel. The large storage <br />reservoirs also trapped the sediment load of the North Platte River and significantly <br />SAES \WP\PR0JECTSl3- States\A 1 Final Tech Memo.doc <br />-2- <br />
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