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Last modified
1/26/2010 10:06:32 AM
Creation date
10/5/2006 3:53:51 AM
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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 />I <br /> <br />T <br />I <br />!I <br /> <br />1-2 <br /> <br />I <br /> <br />(c) <br /> <br />To determine whether the Bureau's choice of IDF <br />and consequent spillway design, when considered <br />in relation to reservoir surcharge storage capacity, <br />represents the optimum combination in terms of <br />economy, risk and safety." <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />PROGRAM OF WORK <br /> <br />I <br />II <br />I <br /> <br />The program of work to attain the objectives cited above was <br /> <br /> <br />, carried out as set forth in our proposal of January 16, 1975. Review, <br /> <br /> <br />analyses and independent checks, and original studies were conducted for <br /> <br /> <br />, each item in the work program. Each of these are described in the appro- <br /> <br /> <br />priate chapters of this report. <br /> <br />STAFF <br /> <br />I <br /> <br />The work program was carried out by essentially the project team <br /> <br /> <br />given in our proposal. The team consisted of Mr. Eric Will, Project Manager <br /> <br /> <br />and principal investigator for spillway and reservoir hydraulics, <br /> <br /> <br />,Mr. V. A. Koelzer, who gave overall advice and review and carried out the <br /> <br /> <br />: hydrologic portions of the study, and Mr. J. L. H. Paulhus, who conducted <br /> <br /> <br />the hydrometeorological review and analyses. In addition, Mr. R. O. Gilmore <br /> <br /> <br />and the Dames & Moore support staff conducted the flood routing, reservoir <br /> <br /> <br />routing and cost analyses. Typing and drafting were coordinated by <br /> <br /> <br />Ms. Laneda Bennett and Mr. Doug Coffman. <br /> <br />I <br /> <br />I <br /> <br />II <br />I <br /> <br />ACKNOlvLEDGEMENTS <br /> <br />I <br /> <br />We wish to express our thanks to the staff of the U.S. Bureau of <br /> <br /> <br />Reclamation (hereafter referred to as the USBR) , in both the Engineering <br /> <br /> <br />and Research Center and at the Regional level, for their cooperation through- <br /> <br /> <br />out this study. In all cases, they made available the notes and supporting <br /> <br /> <br />data, as well as the results of their studies. Without their cooperation, <br /> <br /> <br />this study could not have been carried out within the available time and <br /> <br /> <br />budge t. <br /> <br />,I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />!DAMES e. MOORE <br />
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