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WSPC01810
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Entry Properties
Last modified
7/29/2009 8:03:03 AM
Creation date
10/9/2006 3:02:29 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8283.200
Description
Colorado River Basin-Colorado River Computer Models-Colorado River Decision Support System-Ray
State
CO
Water Division
5
Date
1/1/3000
Title
PRYSH-Glossary-Dam Terminology
Water Supply Pro - Doc Type
Report/Study
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<br />O ,,... ....'r'~ <br />"U''''I <br />V ....0'. <br /> <br />Appurtenant Wor~s <br /> <br />Outlet Wor~s. - A combination of structures and equipment required for the safe <br />operation and control of water released from the reservoir to serve various <br />purposes, i.e., regulate stream flow and quality; release floodwater; and provide <br />irrigation, municipal, and/or industrial water. Included in the outlet wor~s are <br />the inta~e structure, conduit, control house-gates, regulating gate or valve, <br />gate chamber, and stilling basin. <br /> <br />Spillway (Service). - A structure located on or adjacent to a storage or <br />detention dam over or through which surplus or floodwater which cannot be <br />contained in the allotted storage space are passed, and at diversion dams to <br />bypass flows exceedi ng those which are turned into the di vers i on system. <br />Included as part of the spillway would be the inta~e and/or control structure, <br />discharge channel, terminal structure, and entrance and outlet channels. <br /> <br />Auxiliary Spillway. - A spillway, usually located in a saddle or depression in <br />the reservoir rim which leads to a natural or excavated waterway, located away <br />from the dam which permits the planned release of excess flood flow beyond the <br />capacity of the service spillway. A control structure is seldom furnished. The <br />crest is set at the maximum water surface elevation for a IOO-year flood or some <br />other specific frequency flood. The auxiliary spillway thus has only infrequent <br />use. <br /> <br />Emergency Spillway. - A spillway which provides for additional safety should <br />emergencies not contemplated by normal design assumptions be encountered, i.e., <br />inoperable outlet works, spillway gates, or spillway structure problems. The <br />crest is usually set at maximum water surface. <br /> <br />Diversion Capacity. - The flow which can be passed through the canal headwor~s <br />at a dam under normal head. <br /> <br />7 <br />
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