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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 />',' ~'l~tF., <tj <br />:, :: ., 't' ; <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />I <br />, I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />TABLE OF CONTENTS (Cont'd) <br /> <br />Retention Losses <br /> <br />Antecedent Moisture Conditions <br /> <br />Use of Different Land Use and Soil <br />Characteristics . . . . . <br /> <br />Land Use Characteristics <br />Soil Characteristics . . <br /> <br />Minimum Retention Loss Rates (fc) <br /> <br />Values Used by USBR <br />Chatfield Study Values <br />Forest Service and SCS Discussions <br />Other fc Data, . . . . <br />Revised CN for MU Areas <br />Revised Values of fc . . <br />Revised PE Due to Changes in CN and fc <br /> <br />Other Potential Reductions to Flood Volumes <br /> <br />Non-Contributing Drainage Areas <br /> <br />Reductions in Narrows Inflow Due to Upstream <br />Storage . . . . . . . . . <br /> <br />Water Supply Reservoirs <br />Flood Control Reservoirs <br /> <br />Effect of Subdividing Drainage Area <br />Area Above Two Forks Damsite <br />MU Areas . . . . . . . . . . <br /> <br />, Effects That Have Been Disregarded in This Study <br />Effect of Rainfall Falling on Narrows Reservoir <br /> <br />Area . . . . . . . . <br /> <br />Effect of Channel Losses <br /> <br />Summary of Results . . . <br />Comparison with Historical Floods <br />Flood Envelopes <br /> <br />Frequency Curves <br /> <br />CHAPTER IV - REVIEH OF DAM, RESERVOIR AND SPILLHAY <br />DESIGN <br /> <br />Introduction <br />Project Features <br /> <br />USBR Feasibility Study <br />Economic Study <br /> <br />Costs <br /> <br />ii <br /> <br />Page <br />1II-8 <br />III-9 <br /> <br />III-9 <br /> <br />1II-9 <br />III-12 <br /> <br />III-16 <br /> <br />III-16 <br />III-16 <br />III-18 <br />III-18 <br />III-19 <br />III-2D <br />III-22 <br /> <br />1II-22 <br /> <br />1II-22 <br /> <br />III-22 <br /> <br />III-23 <br />1II-23 <br /> <br />Ill-26 <br /> <br />1II-27 <br />1II-27 <br /> <br />1II-28 <br /> <br />llI-28 <br />llI-29 <br />III-3D <br />III-3D <br />III-3D <br />III-3l <br /> <br />IV-I <br />IV-l <br />IV-I <br />IV-I <br />IV-2 <br />IV-3 <br />
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