Reservoir Routing - Revision history

Mpollei@gfnet.com at 16:52, 11 July 2023

2023-07-11T16:52:45Z

← Older revision		Revision as of 16:52, 11 July 2023
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	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) \| Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR~~, 2022~~]]		{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) \| Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR]]
	{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs \| Technical Release 210-60: Earth Dams and Reservoirs, NRCS~~, 2019~~]]		{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs \| Technical Release 210-60: Earth Dams and Reservoirs, NRCS]]
	{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams \| Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams, FERC~~, 2015~~]]		{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams \| Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams, FERC]]
	{{Document Icon}} [[National Engineering Handbook: Chapter 17 - Flood Routing \| National Engineering Handbook: Chapter 17 - Flood Routing, NRCS~~, 2014~~]]		{{Document Icon}} [[National Engineering Handbook: Chapter 17 - Flood Routing \| National Engineering Handbook: Chapter 17 - Flood Routing, NRCS]]
	{{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}} [[Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94) \| Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94), FEMA]]
	{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood \| Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood, FERC~~, 2001~~]]		{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood \| Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood, FERC]]
	{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) \| Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420), USACE~~, 1997~~]]		{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) \| Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420), USACE]]
	{{Document Icon}} [[Hydraulic Design of Spillways (EM 1110-2-1603) \| Hydraulic Design of Spillways (EM 1110-2-1603), USACE~~, 1992~~]]		{{Document Icon}} [[Hydraulic Design of Spillways (EM 1110-2-1603) \| Hydraulic Design of Spillways (EM 1110-2-1603), USACE]]

	==Trainings==		==Trainings==

Grichards at 22:37, 21 February 2023

2023-02-21T22:37:07Z

← Older revision		Revision as of 22:37, 21 February 2023
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	{{Video Icon}} [[On-Demand Webinar: Designing Spillways to Mitigate Failure Modes]]		{{Video Icon}} [[On-Demand Webinar: Designing Spillways to Mitigate Failure Modes]]
	{{Video Icon}} [[On-Demand Webinar: Introduction to Addressing Inadequate Conveyance Capacity at Dams]]		{{Video Icon}} [[On-Demand Webinar: Introduction to Addressing Inadequate Conveyance Capacity at Dams]]
			{{Website Icon}} [[Technical Seminar: HEC-HMS with Application to Dam Safety]]

	<!-- 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 20:21, 19 December 2022

2022-12-19T20:21:01Z

← Older revision		Revision as of 20:21, 19 December 2022
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	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[~~Engineering Guidelines~~ for ~~the Evaluation of Hydropower Projects~~: ~~Chapter 8- Determination of the Probable Maximum Flood~~ \| ~~Engineering Guidelines~~ for ~~the Evaluation of Hydropower Projects~~: ~~Chapter 8- Determination of the Probable Maximum Flood (Federal Energy Regulatory Commission~~)]]		{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) \| Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2022]]
	{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs \| Technical Release 210-60: Earth Dams and Reservoirs ~~(Natural Resources Conservation Service)~~]]		{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs \| Technical Release 210-60: Earth Dams and Reservoirs, NRCS, 2019]]
	{{Document Icon}} [[~~National~~ Engineering ~~Handbook~~: Chapter 17 - ~~Flood Routing~~ \| ~~National~~ Engineering ~~Handbook~~: Chapter 17 - ~~Flood Routing (Natural Resources Conservation Service)~~]]		{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams \| Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams, FERC, 2015]]
	{{Document Icon}} [[~~Hydrologic~~ Engineering ~~Requirements for Reservoirs (EM 1110~~-~~2-1420)~~ \| ~~Hydrologic~~ Engineering ~~Requirements for Reservoirs (EM 1110~~-~~2-1420) (U.S. Army Corps of Engineers)~~]]		{{Document Icon}} [[National Engineering Handbook: Chapter 17 - Flood Routing \| National Engineering Handbook: Chapter 17 - Flood Routing, NRCS, 2014]]
	{{Document Icon}} [[Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94) \| Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94) ~~(Federal Emergency Management Agency)~~]]		{{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}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- ~~Selecting and Accommodating Inflow Design Floods for Dams~~ \| Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- ~~Selecting and Accommodating Inflow Design Floods for Dams (Federal Energy Regulatory Commission)~~]]		{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood \| Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood, FERC, 2001]]
	{{Document Icon}} [[~~Hydraulic Design of Spillways~~ (EM 1110-2-~~1603~~) \| ~~Hydraulic Design of Spillways~~ (EM 1110-2-~~1603) (U.S. Army Corps of Engineers~~)]]		{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) \| Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420), USACE, 1997]]
	{{Document Icon}} [[Design ~~Standards No. 14: Appurtenant Structures for Dams~~ (~~Ch. 3: General Spillway Design Considerations~~) \| Design ~~Standards No. 14: Appurtenant Structures for Dams~~ (~~Ch. 3: General Spillway Design Considerations) (Bureau of Reclamation~~)]]		{{Document Icon}} [[Hydraulic Design of Spillways (EM 1110-2-1603) \| Hydraulic Design of Spillways (EM 1110-2-1603), USACE, 1992]]

	==Trainings==		==Trainings==

Grichards at 05:02, 18 November 2022

2022-11-18T05:02:44Z

← Older revision		Revision as of 05:02, 18 November 2022
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	__NOTOC__		__NOTOC__
			[[Category:Flood]]
	----		----
	<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->		<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->

Rmanwaring at 19:38, 21 October 2022

2022-10-21T19:38:46Z

Grichards at 03:36, 17 September 2022

2022-09-17T03:36:48Z

← Older revision		Revision as of 03:36, 17 September 2022
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	<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->		<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->
	“This procedure derives the outflow hydrograph from a reservoir from the inflow hydrograph into the reservoir with consideration of elevation, storage, and discharge characteristics of the reservoir and spillways. The conservation of mass equation is solved with the assumption that outflow discharge and volume of storage are directly ~~related”~~.<ref name="~~NEH201-630-17~~">[[Hydrology National Engineering Handbook: Chapter 17- Flood Routing \| Hydrology National Engineering Handbook: Chapter 17- Flood Routing, NRCS, 2014]]</ref>		“This procedure derives the outflow hydrograph from a reservoir from the inflow hydrograph into the reservoir with consideration of elevation, storage, and discharge characteristics of the reservoir and spillways. The conservation of mass equation is solved with the assumption that outflow discharge and volume of storage are directly related.” <ref name="NEH_CH17">[[Part 630 Hydrology National Engineering Handbook: Chapter 17 Flood Routing \| Part 630 Hydrology National Engineering Handbook: Chapter 17 Flood Routing, NRCS, 2014]]</ref>

			“For reservoirs, the relation of surface area and release capacity to storage content must be described. Characteristics of the control gates on the outlets and spillway must be known in order to determine constraints on operation. The top-of-dam elevation must be specified and the ability of the structure to withstand overtopping must be assessed.” <ref name ="EM1110-2-1420">[[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) \| EM 1110-2-1420 Hydrologic Engineering Requirements for Reservoirs, USACE, 1997 ]]</ref>.

	==Best Practices Resources==		==Best Practices Resources==
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	{{Document Icon}} [[Hydrology National Engineering Handbook: Chapter 17- Flood Routing\|National Engineering Handbook: Chapter 17- Flood Routing (Natural Resources Conservation Service)]]		{{Document Icon}} [[Hydrology National Engineering Handbook: Chapter 17- Flood Routing\|National Engineering Handbook: Chapter 17- Flood Routing (Natural Resources Conservation Service)]]
	{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420)\|Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) (U.S. Army Corps of Engineers)]]		{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420)\|Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) (U.S. Army Corps of Engineers)]]
			{{Document Icon}} [[Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94)\|Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94) (Federal Emergency Management Agency)]]
			{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams\|Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams (Federal Energy Regulatory Commission)]]
			{{Document Icon}} [[Hydraulic Design of Spillways (EM 1110-2-1603)\|Hydraulic Design of Spillways (EM 1110-2-1603) (U.S. Army Corps of Engineers)]]
			{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations)\|Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) (Bureau of Reclamation)]]

			==Trainings==
			{{Video Icon}} [[On-Demand Webinar: Inspection and Assessment of Spillways]]
			{{Video Icon}} [[On-Demand Webinar: Inlet and Outlet Hydraulics for Spillways and Outlet Structures]]
			{{Video Icon}} [[On-Demand Webinar: Designing Spillways to Mitigate Failure Modes]]
			{{Video Icon}} [[On-Demand Webinar: Introduction to Addressing Inadequate Conveyance Capacity at Dams]]

	<!-- 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 02:48, 17 September 2022

2022-09-17T02:48:00Z

← Older revision		Revision as of 02:48, 17 September 2022
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	----		----
	<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->		<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->
	“This procedure derives the outflow hydrograph from a reservoir from the inflow hydrograph into the reservoir with consideration of elevation, storage, and discharge characteristics of the reservoir and spillways. The conservation of mass equation is solved with the assumption that outflow discharge and volume of storage are directly related”.<ref name="NEH201-630-17">[[~~National Engineering Handbook 210 Part 630~~ Hydrology National Engineering Handbook: Chapter 17 Flood Routing \| ~~National Engineering Handbook 210 Part 630~~ Hydrology National Engineering Handbook: Chapter 17 Flood Routing, NRCS, 2014]]</ref>		“This procedure derives the outflow hydrograph from a reservoir from the inflow hydrograph into the reservoir with consideration of elevation, storage, and discharge characteristics of the reservoir and spillways. The conservation of mass equation is solved with the assumption that outflow discharge and volume of storage are directly related”.<ref name="NEH201-630-17">[[Hydrology National Engineering Handbook: Chapter 17- Flood Routing \| Hydrology National Engineering Handbook: Chapter 17- Flood Routing, NRCS, 2014]]</ref>

	~~==Examples==~~
	~~{{Website Icon}}~~
	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[National Engineering Handbook ~~210 Part 630 Hydrology~~ National Engineering Handbook: Chapter 17 Flood Routing]]		{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood\|Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood (Federal Energy Regulatory Commission)]]
	~~==Trainings==~~		{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs\|Technical Release 210-60: Earth Dams and Reservoirs (Natural Resources Conservation Service)]]
	{{~~Video~~ Icon}}		{{Document Icon}} [[Hydrology National Engineering Handbook: Chapter 17- Flood Routing\|National Engineering Handbook: Chapter 17- Flood Routing (Natural Resources Conservation Service)]]
			{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420)\|Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) (U.S. Army Corps of Engineers)]]


	<!-- 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: Created page with "NOTOC ---- “This procedure derives the outflow hydrograph from a reservoir from the inflow hydrograph into the reservoir with consideration of elevation, storage, and discharge characteristics of the reservoir and spillways. The conservation of mass equation is solved with the assumption that outflow discharge and volume of storage are directly related”.
2022-09-09T00:11:30Z

Created page with "NOTOC ----  “This procedure derives the outflow hydrograph from a reservoir from the inflow hydrograph into the reservoir with consideration of elevation, storage, and discharge characteristics of the reservoir and spillways. The conservation of mass equation is solved with the assumption that outflow discharge and volume of storage are directly related”.<ref name="N..."

New page
NOTOC
----

“This procedure derives the outflow hydrograph from a reservoir from the inflow hydrograph into the reservoir with consideration of elevation, storage, and discharge characteristics of the reservoir and spillways. The conservation of mass equation is solved with the assumption that outflow discharge and volume of storage are directly related”.<ref name="NEH201-630-17">[[National Engineering Handbook 210 Part 630 Hydrology National Engineering Handbook: Chapter 17 Flood Routing | National Engineering Handbook 210 Part 630 Hydrology National Engineering Handbook: Chapter 17 Flood Routing, NRCS, 2014]]</ref>

==Examples==
{{Website Icon}}
==Best Practices Resources==
{{Document Icon}} [[National Engineering Handbook 210 Part 630 Hydrology National Engineering Handbook: Chapter 17 Flood Routing]]
==Trainings==
{{Video Icon}}


{{Citations}}


{{revhistinf}}

← Older revision		Revision as of 16:52, 11 July 2023
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	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) \| Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR~~, 2022~~]]		{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) \| Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR]]
	{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs \| Technical Release 210-60: Earth Dams and Reservoirs, NRCS~~, 2019~~]]		{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs \| Technical Release 210-60: Earth Dams and Reservoirs, NRCS]]
	{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams \| Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams, FERC~~, 2015~~]]		{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams \| Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams, FERC]]
	{{Document Icon}} [[National Engineering Handbook: Chapter 17 - Flood Routing \| National Engineering Handbook: Chapter 17 - Flood Routing, NRCS~~, 2014~~]]		{{Document Icon}} [[National Engineering Handbook: Chapter 17 - Flood Routing \| National Engineering Handbook: Chapter 17 - Flood Routing, NRCS]]
	{{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}} [[Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94) \| Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94), FEMA]]
	{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood \| Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood, FERC~~, 2001~~]]		{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood \| Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood, FERC]]
	{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) \| Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420), USACE~~, 1997~~]]		{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) \| Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420), USACE]]
	{{Document Icon}} [[Hydraulic Design of Spillways (EM 1110-2-1603) \| Hydraulic Design of Spillways (EM 1110-2-1603), USACE~~, 1992~~]]		{{Document Icon}} [[Hydraulic Design of Spillways (EM 1110-2-1603) \| Hydraulic Design of Spillways (EM 1110-2-1603), USACE]]

	==Trainings==		==Trainings==

← Older revision		Revision as of 20:21, 19 December 2022
Line 8:		Line 8:

	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[~~Engineering Guidelines~~ for ~~the Evaluation of Hydropower Projects~~: ~~Chapter 8- Determination of the Probable Maximum Flood~~ \| ~~Engineering Guidelines~~ for ~~the Evaluation of Hydropower Projects~~: ~~Chapter 8- Determination of the Probable Maximum Flood (Federal Energy Regulatory Commission~~)]]		{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) \| Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2022]]
	{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs \| Technical Release 210-60: Earth Dams and Reservoirs ~~(Natural Resources Conservation Service)~~]]		{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs \| Technical Release 210-60: Earth Dams and Reservoirs, NRCS, 2019]]
	{{Document Icon}} [[~~National~~ Engineering ~~Handbook~~: Chapter 17 - ~~Flood Routing~~ \| ~~National~~ Engineering ~~Handbook~~: Chapter 17 - ~~Flood Routing (Natural Resources Conservation Service)~~]]		{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams \| Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams, FERC, 2015]]
	{{Document Icon}} [[~~Hydrologic~~ Engineering ~~Requirements for Reservoirs (EM 1110~~-~~2-1420)~~ \| ~~Hydrologic~~ Engineering ~~Requirements for Reservoirs (EM 1110~~-~~2-1420) (U.S. Army Corps of Engineers)~~]]		{{Document Icon}} [[National Engineering Handbook: Chapter 17 - Flood Routing \| National Engineering Handbook: Chapter 17 - Flood Routing, NRCS, 2014]]
	{{Document Icon}} [[Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94) \| Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94) ~~(Federal Emergency Management Agency)~~]]		{{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}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- ~~Selecting and Accommodating Inflow Design Floods for Dams~~ \| Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- ~~Selecting and Accommodating Inflow Design Floods for Dams (Federal Energy Regulatory Commission)~~]]		{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood \| Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood, FERC, 2001]]
	{{Document Icon}} [[~~Hydraulic Design of Spillways~~ (EM 1110-2-~~1603~~) \| ~~Hydraulic Design of Spillways~~ (EM 1110-2-~~1603) (U.S. Army Corps of Engineers~~)]]		{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) \| Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420), USACE, 1997]]
	{{Document Icon}} [[Design ~~Standards No. 14: Appurtenant Structures for Dams~~ (~~Ch. 3: General Spillway Design Considerations~~) \| Design ~~Standards No. 14: Appurtenant Structures for Dams~~ (~~Ch. 3: General Spillway Design Considerations) (Bureau of Reclamation~~)]]		{{Document Icon}} [[Hydraulic Design of Spillways (EM 1110-2-1603) \| Hydraulic Design of Spillways (EM 1110-2-1603), USACE, 1992]]

	==Trainings==		==Trainings==

← Older revision		Revision as of 19:38, 21 October 2022
Line 2:		Line 2:
	----		----
	<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->		<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->
	“This procedure derives the outflow hydrograph from a reservoir from the inflow hydrograph into the reservoir with consideration of elevation, storage, and discharge characteristics of the reservoir and spillways. The conservation of mass equation is solved with the assumption that outflow discharge and volume of storage are directly related.” <ref name="NEH_CH17">[[~~Part 630 Hydrology~~ National Engineering Handbook: Chapter 17 Flood Routing \| ~~Part 630 Hydrology~~ National Engineering Handbook: Chapter 17 Flood Routing, NRCS, 2014]]</ref>		“This procedure derives the outflow hydrograph from a reservoir from the inflow hydrograph into the reservoir with consideration of elevation, storage, and discharge characteristics of the reservoir and [[spillways]]. The conservation of mass equation is solved with the assumption that outflow discharge and volume of storage are directly related.” <ref name="NEH_CH17">[[National Engineering Handbook: Chapter 17 - Flood Routing \| National Engineering Handbook: Chapter 17 - Flood Routing, NRCS, 2014]]</ref>

	“For reservoirs, the relation of surface area and release capacity to storage content must be described. Characteristics of the control gates on the outlets and spillway must be known in order to determine constraints on operation. The top-of-dam elevation must be specified and the ability of the structure to withstand overtopping must be assessed.” <ref name ="EM1110-2-1420">[[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) \| EM 1110-2-1420 Hydrologic Engineering Requirements for Reservoirs, USACE, 1997 ]]</ref>.		“For [[reservoirs]], the relation of surface area and release capacity to storage content must be described. Characteristics of the control gates on the outlets and spillway must be known in order to determine constraints on [[operation]]. The top-of-dam elevation must be specified and the ability of the structure to withstand overtopping must be assessed.” <ref name ="EM1110-2-1420">[[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) \| EM 1110-2-1420 Hydrologic Engineering Requirements for Reservoirs, USACE, 1997 ]]</ref>.

	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood\|Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood (Federal Energy Regulatory Commission)]]		{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood \| Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood (Federal Energy Regulatory Commission)]]
	{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs\|Technical Release 210-60: Earth Dams and Reservoirs (Natural Resources Conservation Service)]]		{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs \| Technical Release 210-60: Earth Dams and Reservoirs (Natural Resources Conservation Service)]]
	{{Document Icon}} [[~~Hydrology~~ National Engineering Handbook: Chapter 17- Flood Routing\|National Engineering Handbook: Chapter 17- Flood Routing (Natural Resources Conservation Service)]]		{{Document Icon}} [[National Engineering Handbook: Chapter 17 - Flood Routing \| National Engineering Handbook: Chapter 17 - Flood Routing (Natural Resources Conservation Service)]]
	{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420)\|Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) (U.S. Army Corps of Engineers)]]		{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) \| Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) (U.S. Army Corps of Engineers)]]
	{{Document Icon}} [[Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94)\|Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94) (Federal Emergency Management Agency)]]		{{Document Icon}} [[Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94) \| Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94) (Federal Emergency Management Agency)]]
	{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams\|Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams (Federal Energy Regulatory Commission)]]		{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams \| Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams (Federal Energy Regulatory Commission)]]
	{{Document Icon}} [[Hydraulic Design of Spillways (EM 1110-2-1603)\|Hydraulic Design of Spillways (EM 1110-2-1603) (U.S. Army Corps of Engineers)]]		{{Document Icon}} [[Hydraulic Design of Spillways (EM 1110-2-1603) \| Hydraulic Design of Spillways (EM 1110-2-1603) (U.S. Army Corps of Engineers)]]
	{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations)\|Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) (Bureau of Reclamation)]]		{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) \| Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) (Bureau of Reclamation)]]

	==Trainings==		==Trainings==