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WSP03196
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Last modified
1/26/2010 12:49:07 PM
Creation date
10/11/2006 11:36:16 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8443.600
Description
Narrows Unit - Studies
State
CO
Basin
South Platte
Water Division
1
Date
6/30/1975
Author
Dames and Moore
Title
Flood Study Narrows Dam South Platte River
Water Supply Pro - Doc Type
Report/Study
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<br />I <br /> <br />I <br /> <br />288 ;) <br /> <br />. I-2 <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 />PROGRAM OF WORK <br /> <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 />I <br /> <br />I <br /> <br />I <br /> <br />STAFF <br /> <br />I <br /> <br />The work program was carried out by essentially the project team <br />given in our proposal. The team consisted of Mr. Eric Will, Project Manager <br />I <br />,and principal investigator for spillway and reservoir hydrauliCS, <br />Mr. V. A. Koelzer, who gave overall advice and review and carried out the <br />hydrologic portions of the study" and Mr. J. L. H. Paulhus, who conducted <br />the hydrometeorological review and analyses. In addition, Mr. R. 0, Gilmore <br />and the Dames & Moore support staff conducted the flood routing, reservoir <br />routing and cost analyses. Typing and drafting IVere coordinated by <br />Ms, Laneda Bennett and Mr. Doug Coffman. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />ACKNOWLEDGEMENTS <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 IVell 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 />budget. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />D.A.NlES C. MOORE <br />
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