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Last modified
1/25/2010 7:09:29 PM
Creation date
10/5/2006 2:24:47 AM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
State of Colorado
Basin
Statewide
Title
Federal Guidelines for Selecting and Accommodating Inflow Design Floods for Dams
Date
2/1/1986
Prepared For
State of Colorado
Prepared By
FEMA
Floodplain - Doc Type
Project
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<br />(6) Emergency evacuation. - Ungated spillways cannot be used to <br /> <br /> <br />evacuate a reservoir during emergencies. The capability of gated <br /> <br /> <br />spillways to draw down pools from the top of the gates to the <br /> <br /> <br />spillway crests can be an advantage when emergency evacuation to <br /> <br /> <br />reduce head on the dam is a concern. <br /> <br />(7) Economics and selection. - Designs to be evaluated should be <br /> <br /> <br />technically adequate alternatives. Economic considerations often <br /> <br /> <br />indicate whether to select either gated or ungated spillways. The <br /> <br /> <br />possibility of selecting a combination of more than one type of <br /> <br /> <br />spillway is also a consideration. Final selecti~n of the type of <br /> <br /> <br />crest control should be based on a comprehensive analysis of all <br /> <br /> <br />pertinent factors, including advantag..s, disadvantages, 1 imitations, <br /> <br /> <br />and feasibility of options. <br /> <br />c. Design considerations. - Dams and their appurtenant structures <br /> <br /> <br />should be designed to give satisfactory performance and to practically <br /> <br /> <br />eliminate the probability of failure. These guidelines identify <br /> <br /> <br />three specific classifications of spillways (service, auxiliary, and <br /> <br /> <br />emergency) and outlet works that are used to pass floodwaters, each <br /> <br /> <br />serving a particular function. The following paragraphs discuss <br /> <br /> <br />functional requirements. <br /> <br />Service spillways should be designed for frequent use and should safely <br /> <br /> <br />convey releases from a reservoir to the natural watercourse downstream <br /> <br /> <br />from the dam. Consideration must be given to waterway freeboard, <br /> <br /> <br />length of stilling basins, and amount of turbulence and other perform- <br /> <br /> <br />ance characteristics. It is acceptable for the crest structure, <br /> <br /> <br />waterway (e.g., chute, conduit, tunnel), and energy dissipator to <br /> <br />21 <br />
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