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WSPC07406
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Last modified
1/26/2010 12:10:50 PM
Creation date
10/9/2006 6:27:27 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8062
Description
Federal Water Rights - Colorado Litigation - National Forest ISF Claims - Technical Sutdies
State
CO
Basin
Statewide
Date
8/28/1987
Author
Unknown
Title
Technical Studies - Water Information Management System Handbook - Chapter 30 - Procedure for Quantifying Channel Maintenance Flows
Water Supply Pro - Doc Type
Report/Study
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<br />32.8--6 <br /> <br />001594 <br /> <br />WATER INFORMATION MANAGEMENT SYSTEM HANDBOOK <br /> <br />difference in time increments, converted to days, between the last <br />rise-recession step and the QLl/QB time scale intersection points. <br /> <br />The QL2/QB ratio point, the lowest flow (highest exceedance value) on <br />the flow-duration curve, is used to estimate the amount of low-flow that <br />may occur during the remaining time increment (i.e., from the QLl/QB <br />intersection point to the end of the time scale). The required baseflow is <br />QLl or the natural flow whichever is the lesser. The QL2 flow rate and <br />duration are computed only for the purpose of estimating the total low-flow <br />volume contained in the flow component which is less than baseflow. <br /> <br />Common Step 4 - Using local data and professional judgement determine if <br />additional flows are needed to prevent vegetation encroachment. <br /> <br />If in the user's professional judgement the potential for vegetation <br />encroachment is low, proceed to Common Step 8. If potential for vegetation <br />growth between the top of the inner berm and the start of the channel banks <br />is high, quantify the necessary flows utilizing Common Steps 5 through 7. <br />Base the assessment of vegetation growth potential upon the following: <br /> <br />1. The type and size of channel materials. <br /> <br />2. The availability of seed sources or likelihood of vegetative <br />sprout i ng. <br /> <br />3. The length of growing season during which this portion of the <br />channel is not inundated. <br /> <br />4. The availability of non-channel wate~ sources capable of <br />supporting vegetation. <br /> <br />5. The water storage capacity of streamside substrate. <br /> <br />6. The shape of the channel cross-section. For example, a large <br />width/depth ratio (shallow, wide channel) has higher potential than one <br />with a small width/depth ratio (narrow, deep channel) as in 1 and 2 below. <br /> <br />1. <br /> <br />M"" II'OTENTIAL 'Ollll <br />...ETATlOi E.COOOC,\E.T /_ TO' 0' .CTlvE C....EL <br /> <br />~ . ~ .. - C..NNEL .ONKS <br /> <br />~ LOW now CHANNEL <br /> <br />2. <br /> <br />LOW POTENTIAL FOA <br />vEGETATION ENCROACHMENT <br /> <br /> <br />__ TOP OF ACTIVE CHANNEL <br /> <br />CHANNEL BANKS <br /> <br />lOW fL.OW CtlANN[L <br />
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