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Last modified
2/16/2017 11:33:02 AM
Creation date
10/6/2015 9:55:39 AM
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Reference Library
Title
WESTERN DAM ENGINEERING NEWSLETTER, VOLUME 2, ISSUE 3, OCTOBER 2014
Author/Source
URS
Keywords
SOIL CHARACTERIZATION, LABORATORY AND FIELD SHEAR STRENGTH TESTING, OUTLETS, OVERTOPPING FAILURES
Document Type - Reference Library
Research, Thesis, Technical Publications
Document Date
10/31/2014
Year
2014
Team/Office
Dam Safety
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13 <br />How Low Can You Go? The Needs <br />and Considerations for Outlets <br />Photo 1: Releasing 300 ft3/sec through a Low Level Outlet at Dam in Utah <br />Introduction <br />Whether your dam is a modern wonder of the world or <br />a low-head earthen dam tucked away in a rural <br />community, your dam impacts the environment and <br />populations on both sides of the structure. One of the <br />more routine operations of managing a dam is <br />reservoir drawdown. This article will discuss the <br />reasons for drawing down a reservoir, the methods <br />available for reservoir drawdown, the potential <br />impacts, and other things to consider when drawing <br />down a reservoir. Dam ownership, regulation, and <br />operation vary from the federal government, state <br />government, local municipalities, utility providers, and <br />in some cases private individual or group owners. <br />Because no two dams are the same and their <br />ownership, operations, obligations, and impacts are <br />very specific to their individual circumstances, this <br />article will discuss these topics in generalities. <br />Reasons for Drawdown <br />Reservoir drawdown simply means the release of <br />water stored behind a dam such that the reservoir <br />water level decreases. The reasons for drawing down a <br />reservoir can vary widely based on the purpose of the <br />dam. Dams are built for a variety of purposes: to <br />develop irrigation supply for agriculture, municipal <br />water supply for populated communities, power <br />generation through use of hydroelectric turbines; to <br />store and attenuate water during times of high <br />precipitation or snow melt runoff, to develop/restore <br />various types of ecosystems, or combinations of all of <br />these services. Dams also provide recreational <br />opportunities as well as attractive residential property <br />around their reservoirs, although these are generally <br />ancillary benefits and not primary reasons for <br />constructing a dam. <br />The purposes, schedules, rates, and magnitudes of <br />reservoir drawdowns are generally described in a <br />dam’s Operation and Maintenance Manual (O&M) <br />and/or Emergency Action Plan (EAP). Drawdowns can <br />occur for recreation, environmental considerations, <br />water supply agreements, or dam safety concerns. <br />Drawdowns mandated by Dam Safety regulatory <br />agencies can be driven by poor operating conditions or <br />damage of the dam, stability concerns, design issues, <br />maintenance, or repairs. Reasons for reservoir <br />drawdowns are discussed further below. <br />Supply – The stored water behind dams may be <br />released downstream to supply irrigation canals, pump <br />stations, and/or water treatment plants located <br />downstream. Water releases are also sometimes used <br />to maintain specific waterway stages so they may be <br />serviceable to recreational and commercial boating. In <br />the case of routine systematic drawdowns, release <br />schedules are often based on water distribution <br />agreements negotiated between dam owners and <br />water use stakeholders. <br />Seasonal Operation – Reservoir operation is often <br />cyclical based on seasonal weather patterns. Dam <br />operators often drawdown their reservoirs to provide <br />storage space prior to seasons of high precipitation <br />and/or snow melt runoff. The high inflows then refill <br />the reservoir. This is typically followed by a season of <br />low precipitation, which usually coincides with the <br />above-described demands for supplementing <br />downstream water supply and the reservoir is <br />gradually drawn down. And the cycle repeats. <br />Flooding – Normal operating levels for reservoirs are <br />established to provide additional freeboard and <br />storage for infrequent but significant precipitation <br />events. During these events, the increased inflow can <br />be stored, reducing the peak flood discharge <br />downstream. After the flood, the reservoir is lowered <br />at a controlled rate to the normal operating level.
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