Water Availability: Difference between revisions
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(Created page with "__NOTOC__ Category:Low Flow Conditions ---- “The determination of storage-yield relationships for a reservoir project is one of the basic hydrologic analyses for reservoirs. The basic objective can be to determine the reservoir yield given a storage allocation, or find the storage required to obtain a desired yield. The determination follows a traditional engineering approach:<ref name="EM 1110-2-1420" /> #"Determine the study objectives. This includes the proj...") |
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“The determination of storage-yield relationships for a reservoir project is one of the basic hydrologic analyses for [[reservoirs]]. The basic objective can be to determine the reservoir yield given a storage allocation, or find the storage required to obtain a desired yield. The determination follows a traditional [[engineering]] approach:<ref name="EM 1110-2-1420" /> | “The determination of storage-yield relationships for a reservoir project is one of the basic hydrologic analyses for [[reservoirs]]. The basic objective can be to determine the reservoir yield given a storage allocation, or find the storage required to obtain a desired yield. The determination follows a traditional [[engineering]] approach:<ref name="EM 1110-2-1420">[[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) | EM 1110-2-1420 Hydrologic Engineering Requirements for Reservoirs, USACE, 1997]]</ref> | ||
#"Determine the study objectives. This includes the project purposes, [[operation]] goals, and the evaluation criteria.<ref name="EM 1110-2-1420" /> | #"Determine the study objectives. This includes the project purposes, [[operation]] goals, and the evaluation criteria.<ref name="EM 1110-2-1420" /> | ||
#"Determine the physical and hydrologic constraints for the site. This includes the reservoir storage and outflow capability, as well as the downstream channel system.<ref name="EM 1110-2-1420" /> | #"Determine the physical and hydrologic constraints for the site. This includes the reservoir storage and outflow capability, as well as the downstream channel system.<ref name="EM 1110-2-1420" /> | ||
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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]] | ||
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Latest revision as of 04:51, 21 July 2023
“The determination of storage-yield relationships for a reservoir project is one of the basic hydrologic analyses for reservoirs. The basic objective can be to determine the reservoir yield given a storage allocation, or find the storage required to obtain a desired yield. The determination follows a traditional engineering approach:[1]
- "Determine the study objectives. This includes the project purposes, operation goals, and the evaluation criteria.[1]
- "Determine the physical and hydrologic constraints for the site. This includes the reservoir storage and outflow capability, as well as the downstream channel system.[1]
- "Compile the basic data. The basic data include demands, flow, and losses. Also, the appropriate time interval for analysis, which depends on the data and its variations in time.[1]
- "Select the appropriate method, one that meets the study objectives and provides reliable information to evaluate results based on accepted criteria.[1]
- "Perform the analysis, evaluate the results, and present the information.”[1]
Best Practices Resources
National Engineering Handbook: Chapter 5 - Streamflow Data, NRCS
Citations:
Revision ID: 7359
Revision Date: 07/21/2023