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WSP00497
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Last modified
1/26/2010 12:26:18 PM
Creation date
10/11/2006 9:47:47 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8443.400
Description
Narrows Project - Reports
State
CO
Basin
South Platte
Water Division
1
Date
8/1/1966
Author
US DoI BoR
Title
Narrows Unit Colorado South Platte Division Missouri River Basin Project Appendix II - Hydrology
Water Supply Pro - Doc Type
Report/Study
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<br />. <br /> <br />3C70 <br /> <br />CONTENTS <br /> <br />Page <br /> <br />. <br /> <br />Chapter 6.--Associated Multiple Functions. <br />Sediment Control . . . . . . . . . . . <br />Introduction <br />Physical Features . . . . . <br />Geology . . ., .... <br />Type of Sediment and Debris <br />Data Available . . . . . . . <br />Sediment Load Determination . <br />Explanation of Method for Determination of <br />Sediment Load . . .. ....... <br />Flow Duration Curve - South Platte River at <br />Fort Morgan . . ., .... <br />Sediment Discharge Study . . . <br />South Platte River at Fort Morgan <br />Bijou and Kiowa Creeks . . <br />Computation of Stream Discharges of Bijou and <br />Kiowa Creeks . . . . <br />Flo\ol Duration Curve ....... <br />Boxelder Creek at Hudson . . . <br />Bijou and Kiowa Creeks Combined <br />Sediment Discharge Study . . . . . <br />Bijou and Kiowa Creeks Combined <br />Sediment Disposition <br />Flood Control <br />Quality of Water. . . . <br />Drainage . . . . . . . . . . . . . <br />Power . . . . . . <br />Degradation ....... <br />Introduction . . . . . <br />Description of Channel <br />Data. . . . . . . . " <br />Method of Computation <br />Limiting Slope <br />Bedload Transport . . <br />Channel Degradation <br />Conclusions <br />Tail,mter Study <br />Introduction <br />Analysis . . <br />Conclusions and Recommendations <br /> <br />95 <br />95 <br />95 <br />95 <br />96 <br />97 <br />98 <br />98 <br /> <br />103 <br /> <br />103 <br />103 <br />103 <br />111 <br /> <br />112 <br />113 <br />113 <br />113 <br />113 <br />113 <br />121 <br />127 <br />127 <br />130 <br />133 <br />133 <br />133 <br />133 <br />135 <br />135 <br />138 <br />142 <br />11: 2 <br />14'1 <br />ll+l+ <br />144 <br />144 <br />145 <br /> <br />. <br /> <br />vii <br />
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