Design and Construction of Auxiliary Spillways - Revision history

Grichards at 23:15, 2 December 2022

2022-12-02T23:15:50Z

← Older revision		Revision as of 23:15, 2 December 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 -->
	“The general considerations for selecting the type and size of a new spillway and/or modifying an existing spillway include: project requirements (frequency and duration of [[operation]], along with flood control requirements); dam type (concrete, embankment, composite); site conditions (topography, geology, and climate); hydrologic and [[seismic]] loading requirements; and diversion during [[construction]] requirements”.<ref name="DS14">[[Design ~~Standard~~ No. 14: Appurtenant Structures for Dams (~~Spillways and Outlet Works~~) \| Design ~~Standard~~ No. 14: Appurtenant Structures for Dams (~~Spillways and Outlet Works~~), USBR, ~~2014~~]]</ref>		“The general considerations for selecting the type and size of a new spillway and/or modifying an existing spillway include: project requirements (frequency and duration of [[operation]], along with flood control requirements); dam type (concrete, embankment, composite); site conditions (topography, geology, and climate); hydrologic and [[seismic]] loading requirements; and diversion during [[construction]] requirements”.<ref name="DS14">[[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]]</ref>

	~~==Examples==~~
	~~{{Website Icon}}~~
	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Design ~~Standard~~ No. 14: Appurtenant Structures for Dams (~~Spillways and Outlet Works~~)]]		{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations)]]
	~~==Trainings==~~
	~~{{Video Icon}}~~

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Grichards at 06:53, 18 November 2022

2022-11-18T06:53:42Z

← Older revision		Revision as of 06:53, 18 November 2022
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			[[Category:Auxiliary Spillways]]
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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 -->
	“The general considerations for selecting the type and size of a new spillway and/or modifying an existing spillway include: project requirements (frequency and duration of operation, along with flood control requirements); dam type (concrete, embankment, composite); site conditions (topography, geology, and climate); hydrologic and seismic loading requirements; and diversion during construction requirements”.<ref name="DS14">[[Design Standard No. 14: Appurtenant Structures for Dams (Spillways and Outlet Works) \| Design Standard No. 14: Appurtenant Structures for Dams (Spillways and Outlet Works), USBR, 2014]]</ref>		“The general considerations for selecting the type and size of a new spillway and/or modifying an existing spillway include: project requirements (frequency and duration of [[operation]], along with flood control requirements); dam type (concrete, embankment, composite); site conditions (topography, geology, and climate); hydrologic and [[seismic]] loading requirements; and diversion during [[construction]] requirements”.<ref name="DS14">[[Design Standard No. 14: Appurtenant Structures for Dams (Spillways and Outlet Works) \| Design Standard No. 14: Appurtenant Structures for Dams (Spillways and Outlet Works), USBR, 2014]]</ref>

	==Examples==		==Examples==

Rmanwaring: Created page with "NOTOC ---- “The general considerations for selecting the type and size of a new spillway and/or modifying an existing spillway include: project requirements (frequency and duration of operation, along with flood control requirements); dam type (concrete, embankment, composite); site conditions (topography, geology, and climate); hydrologic and seismic loading requirem..."

2022-09-07T23:06:00Z

Created page with "__NOTOC__ ----  “The general considerations for selecting the type and size of a new spillway and/or modifying an existing spillway include: project requirements (frequency and duration of operation, along with flood control requirements); dam type (concrete, embankment, composite); site conditions (topography, geology, and climate); hydrologic and seismic loading requirem..."

New page

__NOTOC__
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“The general considerations for selecting the type and size of a new spillway and/or modifying an existing spillway include: project requirements (frequency and duration of operation, along with flood control requirements); dam type (concrete, embankment, composite); site conditions (topography, geology, and climate); hydrologic and seismic loading requirements; and diversion during construction requirements”.<ref name="DS14">[[Design Standard No. 14: Appurtenant Structures for Dams (Spillways and Outlet Works) | Design Standard No. 14: Appurtenant Structures for Dams (Spillways and Outlet Works), USBR, 2014]]</ref>

==Examples==
{{Website Icon}}
==Best Practices Resources==
{{Document Icon}} [[Design Standard No. 14: Appurtenant Structures for Dams (Spillways and Outlet Works)]]
==Trainings==
{{Video Icon}}


{{Citations}}


{{revhistinf}}