O&M of a Reservoir: Difference between revisions
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“Existing [[reservoirs]] are routinely surveyed to determine sediment deposition and resulting loss of storage”.<ref name="EM 1110-2-1420">[[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) | Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420), USACE, 1997]]</ref> | “Existing [[reservoirs]] are routinely surveyed to determine sediment deposition and resulting loss of storage”.<ref name="EM 1110-2-1420">[[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) | Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420), USACE, 1997]]</ref> | ||
==Best Practices Resources== | <noautolinks>==Best Practices Resources==</noautolinks> | ||
{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420)|Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) | {{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) | Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420), USACE, 1997]] | ||
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Revision as of 00:49, 14 December 2022
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| Lake Powell, the second largest reservoir in the United States by water capacity. (National Park Service) |
Deposition of sediments in the reservoir is problematic as it reduces the reservoir’s potential storage capacity. These accumulated sediments can be removed in a variety of ways including sluicing through the bottom outlet of the dam (if one exists) and dredging.
“Existing reservoirs are routinely surveyed to determine sediment deposition and resulting loss of storage”.[1]
Best Practices Resources
Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420), USACE, 1997
Citations:
Revision ID: 5549
Revision Date: 12/14/2022