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FLOOD08812
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Last modified
1/26/2010 10:06:32 AM
Creation date
10/5/2006 3:53:51 AM
Metadata
Fields
Template:
Floodplain Documents
County
Morgan
Community
Fort Morgan
Stream Name
Narrows Dam
Basin
South Platte
Title
Flood Study Narrows Dam South Platte River
Date
6/1/1975
Prepared For
CWCB
Prepared By
Dames & Moore
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> T q Jfflf <br /> c-r:'. <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 />Table II-l <br /> <br />Table II-2 <br />Table II-3 <br />Table II-4 <br />Table II-S <br />Table II-6 <br />Table III-l <br />'Table III-2 <br />Table 1II-3 <br />Table III -4 <br />Table III-S <br />Table III-6 <br />Table III -7 <br />Table III-8 <br />Table 1II-9 <br />Table III-lO <br />Table 1II-11 <br />Table III-12 <br />Table III-13 <br />Table III-14 <br />Table III-IS <br />Table IV-l <br />Table IV-2 <br />Table IV-3 <br /> <br />LIST OF TABLES <br /> <br />Title <br />Comparison of Slopes on which June 7-8, 1964 <br />Montana Storm Rainfall Centers were Observed <br />and Transposed <br /> <br />Comparison of Maximized Storms and PMP for Narrows <br />,Damsite Project Basin (9,955 sq. mi.) and Nearby Areas <br /> <br />Design Storm Recommended by USBR for Narrows <br />Damsite, Colorado <br /> <br />Design Storm with 0.94 x USBR Values of PMP <br />Design Storm with 0.91 x USBR Values of PMP <br />Sub-Basin Incremental Design Storm Values, Inches <br />Total Design Storm Precipitation <br />Comparison of Results from Weighting Land Use <br />Characteristics <br />Comparison of USBR and D&M Assumption on Land Use <br />Characteristics <br /> <br />Sample Computations of CN <br /> <br />Comparison of eN Estimates <br />USBR Retention Loss Studies in Mountain Areas <br /> <br />Results of Retention Loss Studies in Nearby Basins <br />Infiltrometer Tests in Kansas River Basin <br /> <br />Recommended Values of f <br />c <br />Reductions in Flood Volume Due to Non-Contributing <br />Areas <br /> <br />Reduction in Flood Volume by Storage in Water Supply <br />Reservoirs <br /> <br />Reduction in Flood Volume by Flood Control Reservoirs <br /> <br />Reduction in Flood Volume Due to Recomputations of Area <br />Above 1:\'10 Forks (inches) <br /> <br />Increase in Flood Volume Due to Subdividing MU Areas <br /> <br />Deductions from USBR Study under Alternative Assumptions <br />of PMP <br /> <br />Narrows Dam Economic Study - Summary <br /> <br /> <br />Routings to Demonstrate Frequency of Spillway Use <br /> <br /> <br />Flood Elevations in South Platte Valley <br /> <br />iv <br />
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