Water Availability - Revision history

Mpollei@gfnet.com at 04:51, 21 July 2023

2023-07-21T04:51:59Z

← Older revision		Revision as of 04:51, 21 July 2023
Line 11:		Line 11:

	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[National Engineering Handbook: Chapter 5 - Streamflow Data \| National Engineering Handbook: Chapter 5 - Streamflow Data, NRCS~~, 2020~~]]		{{Document Icon}} [[National Engineering Handbook: Chapter 5 - Streamflow Data \| National Engineering Handbook: Chapter 5 - Streamflow Data, NRCS]]

	<!-- For information on notation for in text citations visit https://www.mediawiki.org/wiki/Help:Cite Or simply enclose the citation as shown <ref> citation </ref> in the location of the in text mention. Citations will automatically populate below-->		<!-- For information on notation for in text citations visit https://www.mediawiki.org/wiki/Help:Cite Or simply enclose the citation as shown <ref> citation </ref> in the location of the in text mention. Citations will automatically populate below-->

Rmanwaring at 19:52, 19 December 2022

2022-12-19T19:52:24Z

← Older revision		Revision as of 19:52, 19 December 2022
Line 11:		Line 11:

	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[National Engineering Handbook: Chapter 5 - Streamflow Data \| National Engineering Handbook: Chapter 5 - Streamflow Data ~~(Natural Resources Conservation Service)~~]]		{{Document Icon}} [[National Engineering Handbook: Chapter 5 - Streamflow Data \| National Engineering Handbook: Chapter 5 - Streamflow Data, NRCS, 2020]]

	<!-- For information on notation for in text citations visit https://www.mediawiki.org/wiki/Help:Cite Or simply enclose the citation as shown <ref> citation </ref> in the location of the in text mention. Citations will automatically populate below-->		<!-- For information on notation for in text citations visit https://www.mediawiki.org/wiki/Help:Cite Or simply enclose the citation as shown <ref> citation </ref> in the location of the in text mention. Citations will automatically populate below-->

Grichards at 00:20, 13 December 2022

2022-12-13T00:20:15Z

← Older revision		Revision as of 00:20, 13 December 2022
Line 1:		Line 1:
	__NOTOC__		__NOTOC__
	[[Category:Low Flow ~~Conditions~~]]		[[Category:Low Flow]]
	----		----
	“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>		“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>

Grichards at 00:14, 13 December 2022

2022-12-13T00:14:39Z

← Older revision		Revision as of 00:14, 13 December 2022
Line 2:		Line 2:
	[[Category:Low Flow Conditions]]		[[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" />		“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" />

Grichards: 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: #"Determine the study objectives. This includes the proj..."

2022-12-13T00:13:49Z

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..."

New page

__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 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" />
#"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.<ref name="EM 1110-2-1420" />
#"Select the appropriate method, one that meets the study objectives and provides reliable information to evaluate results based on accepted criteria.<ref name="EM 1110-2-1420" />
#"Perform the analysis, evaluate the results, and present the information.”<ref name="EM 1110-2-1420" />

==Best Practices Resources==
{{Document Icon}} [[National Engineering Handbook: Chapter 5 - Streamflow Data | National Engineering Handbook: Chapter 5 - Streamflow Data (Natural Resources Conservation Service)]]


{{Citations}}


{{revhistinf}}