Normal Streamflow Conditions: Difference between revisions
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==Best Practices Resources== | ==Best Practices Resources== | ||
{{Document Icon}} [[National Engineering Handbook: Chapter 5 - Streamflow Data | National Engineering Handbook: Chapter 5 - Streamflow Data ( | {{Document Icon}} [[National Engineering Handbook: Chapter 5 - Streamflow Data | National Engineering Handbook: Chapter 5 - Streamflow Data, NRCS, 2020]] | ||
{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) | Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) | {{Document Icon}} [[Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94) | Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94), FEMA, 2013]] | ||
{{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 19:53, 19 December 2022
“Water quality releases for downstream control have both qualitative and quantitative requirements. The quality aspects relate to Corp’s policy and objectives to meet state water quality standards, maintain present water quality where standards are exceeded, and maintain an acceptable tailwater habitats for aquatic life... One of the most important measures of quality is quantity. At many projects authorized for water quality control, a minimum flow at some downstream control point is the primary water quality objective. Other common objectives include temperature, dissolved oxygen, and turbidity targets at downstream locations”.[1]
Best Practices Resources
National Engineering Handbook: Chapter 5 - Streamflow Data, NRCS, 2020
Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94), FEMA, 2013
Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420), USACE, 1997
Citations:
Revision ID: 5992
Revision Date: 12/19/2022