Earth-Cut/Vegetated Spillways - Revision history

Mpollei@gfnet.com at 18:21, 11 July 2023

2023-07-11T18:21:56Z

← Older revision		Revision as of 18:21, 11 July 2023
Line 12:		Line 12:
	"Designers can use hydraulic data in [[Technical Release 210-39: Hydraulics of Broad-Crested Spillways\|TR 210-39, “Hydraulics of Broad Crested Spillways,”]] in the design of vegetated and earth [[Auxiliary Spillways\|auxiliary spillways]]. Use a minimum vegetal retardance curve index of 5.6, as defined in Agricultural Research Service (ARS) Agriculture Handbook 667 (AH–667), “[[Stability]] Design of Grass-Lined Open Channels,” to determine hydraulic capacity and vegetal stress in vegetated spillways. Use a minimum Manning’s roughness coefficient, n, of 0.02 for earth spillway design. Base the actual hydraulic capacity of the spillway on an appraisal of the expected roughness condition at the site."<ref name="TR60"/>		"Designers can use hydraulic data in [[Technical Release 210-39: Hydraulics of Broad-Crested Spillways\|TR 210-39, “Hydraulics of Broad Crested Spillways,”]] in the design of vegetated and earth [[Auxiliary Spillways\|auxiliary spillways]]. Use a minimum vegetal retardance curve index of 5.6, as defined in Agricultural Research Service (ARS) Agriculture Handbook 667 (AH–667), “[[Stability]] Design of Grass-Lined Open Channels,” to determine hydraulic capacity and vegetal stress in vegetated spillways. Use a minimum Manning’s roughness coefficient, n, of 0.02 for earth spillway design. Base the actual hydraulic capacity of the spillway on an appraisal of the expected roughness condition at the site."<ref name="TR60"/>

	"Maintenance for [[Auxiliary Spillways\|auxiliary spillways]] increases as the frequency and duration of flow increase. Good designs balance maintenance cost against the cost of modifying the other elements of the dam to reduce the flow frequency. Strategies to economize the design of auxiliary spillways include raising the crest elevation, increasing the capacity of the principal spillway, adding a [[structural]] primary auxiliary spillway, providing erosion protection, or any combination thereof." <ref name="TR60"/>		"Maintenance for [[Auxiliary Spillways\|auxiliary spillways]] increases as the frequency and duration of flow increase. Good designs balance maintenance cost against the cost of modifying the other elements of the dam to reduce the flow frequency. Strategies to economize the design of [[Auxiliary Spillways\|auxiliary spillways]] include raising the crest elevation, increasing the capacity of the principal spillway, adding a [[structural]] primary auxiliary spillway, providing erosion protection, or any combination thereof." <ref name="TR60"/>

	"Maintaining the effectiveness of vegetated and earth spillways requires a systematic and regular maintenance program. If damage to a spillway occurs during a flow event, complete a repair of the spillway as soon as possible following the flow event. The O&M plan for the dam should describe the expected maintenance and repair for conditions such as vehicle ruts created during wet conditions, degradation from burning surface vegetation, and impact of mower blades on components above the soil surface." <ref name="TR60"/>		"Maintaining the effectiveness of vegetated and earth spillways requires a systematic and regular maintenance program. If damage to a spillway occurs during a flow event, complete a repair of the spillway as soon as possible following the flow event. The O&M plan for the dam should describe the expected maintenance and repair for conditions such as vehicle ruts created during wet conditions, degradation from burning surface vegetation, and impact of mower blades on components above the soil surface." <ref name="TR60"/>

	==Best Practices Resources==		==Best Practices Resources==
	{{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}} [[National Engineering Handbook: Chapter 50 - Earth Spillway Design \| National Engineering Handbook: Chapter 50 - Earth Spillway Design, NRCS~~, 2014~~]]		{{Document Icon}} [[National Engineering Handbook: Chapter 50 - Earth Spillway Design \| National Engineering Handbook: Chapter 50 - Earth Spillway Design, NRCS]]
	{{Document Icon}} [[National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model \| National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model, NRCS~~, 2014~~]]		{{Document Icon}} [[National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model \| National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model, NRCS]]
	{{Document Icon}} [[Technical Release 210-39: Hydraulics of Broad-Crested Spillways \| Technical Release 210-39: Hydraulics of Broad-Crested Spillways, NRCS~~, 1968~~]]		{{Document Icon}} [[Technical Release 210-39: Hydraulics of Broad-Crested Spillways \| Technical Release 210-39: Hydraulics of Broad-Crested Spillways, 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 20:44, 19 December 2022

2022-12-19T20:44:35Z

← Older revision		Revision as of 20:44, 19 December 2022
Line 12:		Line 12:
	"Designers can use hydraulic data in [[Technical Release 210-39: Hydraulics of Broad-Crested Spillways\|TR 210-39, “Hydraulics of Broad Crested Spillways,”]] in the design of vegetated and earth [[Auxiliary Spillways\|auxiliary spillways]]. Use a minimum vegetal retardance curve index of 5.6, as defined in Agricultural Research Service (ARS) Agriculture Handbook 667 (AH–667), “[[Stability]] Design of Grass-Lined Open Channels,” to determine hydraulic capacity and vegetal stress in vegetated spillways. Use a minimum Manning’s roughness coefficient, n, of 0.02 for earth spillway design. Base the actual hydraulic capacity of the spillway on an appraisal of the expected roughness condition at the site."<ref name="TR60"/>		"Designers can use hydraulic data in [[Technical Release 210-39: Hydraulics of Broad-Crested Spillways\|TR 210-39, “Hydraulics of Broad Crested Spillways,”]] in the design of vegetated and earth [[Auxiliary Spillways\|auxiliary spillways]]. Use a minimum vegetal retardance curve index of 5.6, as defined in Agricultural Research Service (ARS) Agriculture Handbook 667 (AH–667), “[[Stability]] Design of Grass-Lined Open Channels,” to determine hydraulic capacity and vegetal stress in vegetated spillways. Use a minimum Manning’s roughness coefficient, n, of 0.02 for earth spillway design. Base the actual hydraulic capacity of the spillway on an appraisal of the expected roughness condition at the site."<ref name="TR60"/>

	"Maintenance for auxiliary spillways increases as the frequency and duration of flow increase. Good designs balance maintenance cost against the cost of modifying the other elements of the dam to reduce the flow frequency. Strategies to economize the design of auxiliary spillways include raising the crest elevation, increasing the capacity of the principal spillway, adding a [[structural]] primary auxiliary spillway, providing erosion protection, or any combination thereof." <ref name="TR60"/>		"Maintenance for [[Auxiliary Spillways\|auxiliary spillways]] increases as the frequency and duration of flow increase. Good designs balance maintenance cost against the cost of modifying the other elements of the dam to reduce the flow frequency. Strategies to economize the design of auxiliary spillways include raising the crest elevation, increasing the capacity of the principal spillway, adding a [[structural]] primary auxiliary spillway, providing erosion protection, or any combination thereof." <ref name="TR60"/>

	"Maintaining the effectiveness of vegetated and earth spillways requires a systematic and regular maintenance program. If damage to a spillway occurs during a flow event, complete a repair of the spillway as soon as possible following the flow event. The O&M plan for the dam should describe the expected maintenance and repair for conditions such as vehicle ruts created during wet conditions, degradation from burning surface vegetation, and impact of mower blades on components above the soil surface." <ref name="TR60"/>		"Maintaining the effectiveness of vegetated and earth spillways requires a systematic and regular maintenance program. If damage to a spillway occurs during a flow event, complete a repair of the spillway as soon as possible following the flow event. The O&M plan for the dam should describe the expected maintenance and repair for conditions such as vehicle ruts created during wet conditions, degradation from burning surface vegetation, and impact of mower blades on components above the soil surface." <ref name="TR60"/>

	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs\| Technical Release 210-60: Earth Dams and Reservoirs (NRCS)]]		{{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 50 - Earth Spillway Design\| National Engineering Handbook: Chapter 50 - Earth Spillway Design (NRCS)]]		{{Document Icon}} [[National Engineering Handbook: Chapter 50 - Earth Spillway Design \| National Engineering Handbook: Chapter 50 - Earth Spillway Design, NRCS, 2014]]
	{{Document Icon}} [[National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model\| National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model (NRCS)]]		{{Document Icon}} [[National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model \| National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model, NRCS, 2014]]
	{{Document Icon}} [[Technical Release 210-39: Hydraulics of Broad-Crested Spillways\| Technical Release 210-39: Hydraulics of Broad-Crested Spillways (NRCS)]]		{{Document Icon}} [[Technical Release 210-39: Hydraulics of Broad-Crested Spillways \| Technical Release 210-39: Hydraulics of Broad-Crested Spillways, NRCS, 1968]]

	<!-- 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 21:30, 13 December 2022

2022-12-13T21:30:10Z

← Older revision		Revision as of 21:30, 13 December 2022
Line 10:		Line 10:
	freeboard storm." <ref name="TR60"/>		freeboard storm." <ref name="TR60"/>

	"Designers can use hydraulic data in TR 210-39, ~~“[[Hydraulics]]~~ of Broad Crested Spillways,” in the design of vegetated and earth auxiliary spillways. Use a minimum vegetal retardance curve index of 5.6, as defined in Agricultural Research Service (ARS) Agriculture Handbook 667 (AH–667), “[[Stability]] Design of Grass-Lined Open Channels,” to determine hydraulic capacity and vegetal stress in vegetated spillways. Use a minimum Manning’s roughness coefficient, n, of 0.02 for earth spillway design. Base the actual hydraulic capacity of the spillway on an appraisal of the expected roughness condition at the site."<ref name="TR60"/>		"Designers can use hydraulic data in [[Technical Release 210-39: Hydraulics of Broad-Crested Spillways\|TR 210-39, “Hydraulics of Broad Crested Spillways,”]] in the design of vegetated and earth [[Auxiliary Spillways\|auxiliary spillways]]. Use a minimum vegetal retardance curve index of 5.6, as defined in Agricultural Research Service (ARS) Agriculture Handbook 667 (AH–667), “[[Stability]] Design of Grass-Lined Open Channels,” to determine hydraulic capacity and vegetal stress in vegetated spillways. Use a minimum Manning’s roughness coefficient, n, of 0.02 for earth spillway design. Base the actual hydraulic capacity of the spillway on an appraisal of the expected roughness condition at the site."<ref name="TR60"/>

	"Maintenance for auxiliary spillways increases as the frequency and duration of flow increase. Good designs balance maintenance cost against the cost of modifying the other elements of the dam to reduce the flow frequency. Strategies to economize the design of auxiliary spillways include raising the crest elevation, increasing the capacity of the principal spillway, adding a [[structural]] primary auxiliary spillway, providing erosion protection, or any combination thereof." <ref name="TR60"/>		"Maintenance for auxiliary spillways increases as the frequency and duration of flow increase. Good designs balance maintenance cost against the cost of modifying the other elements of the dam to reduce the flow frequency. Strategies to economize the design of auxiliary spillways include raising the crest elevation, increasing the capacity of the principal spillway, adding a [[structural]] primary auxiliary spillway, providing erosion protection, or any combination thereof." <ref name="TR60"/>

Grichards at 21:29, 13 December 2022

2022-12-13T21:29:20Z

← Older revision		Revision as of 21:29, 13 December 2022
Line 7:		Line 7:
	occurs." <ref name="TR60"/>		occurs." <ref name="TR60"/>

	"No damage should occur to vegetated or earth spillways during passage of all flows up to the auxiliary spillway hydrograph. Although vegetated and earth auxiliary spillways may experience minor surface erosion during passage of larger infrequent storms, the spillway must not breach during passage of the		"No damage should occur to vegetated or earth spillways during passage of all flows up to the auxiliary spillway hydrograph. Although vegetated and earth [[Auxiliary Spillways\|auxiliary spillways]] may experience minor surface erosion during passage of larger infrequent storms, the spillway must not breach during passage of the
	freeboard storm." <ref name="TR60"/>		freeboard storm." <ref name="TR60"/>

Line 17:		Line 17:

	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs\| Technical Release 210-60: Earth Dams and Reservoirs (NRCS)]]		{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs\| Technical Release 210-60: Earth Dams and Reservoirs (NRCS)]]
	{{Document Icon}} [[ National Engineering Handbook: Chapter 50 - Earth Spillway Design\| National Engineering Handbook: Chapter 50 - Earth Spillway Design (NRCS)]]		{{Document Icon}} [[National Engineering Handbook: Chapter 50 - Earth Spillway Design\| National Engineering Handbook: Chapter 50 - Earth Spillway Design (NRCS)]]
	{{Document Icon}} [[National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model\| National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model (NRCS)]]		{{Document Icon}} [[National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model\| National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model (NRCS)]]
	{{Document Icon}} [[ Technical Release 210-39: Hydraulics of Broad-Crested Spillways\| Technical Release 210-39: Hydraulics of Broad-Crested Spillways (NRCS)]]		{{Document Icon}} [[Technical Release 210-39: Hydraulics of Broad-Crested Spillways\| Technical Release 210-39: Hydraulics of Broad-Crested Spillways (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-->

Grichards at 21:28, 13 December 2022

2022-12-13T21:28:42Z

← Older revision		Revision as of 21:28, 13 December 2022
Line 4:		Line 4:
	“Vegetated auxiliary [[spillways]] typically have trapezoidal cross-sections and a grass cover to protect them from damaging erosion. They adapt well to sites capable of sustaining vigorous grass growth by normal maintenance without [[irrigation]]." <ref name="TR60">[[Technical Release 210-60: Earth Dams and Reservoirs\|Technical Release 210-60: Earth Dams and Reservoirs, NRCS, 2019]]</ref>		“Vegetated auxiliary [[spillways]] typically have trapezoidal cross-sections and a grass cover to protect them from damaging erosion. They adapt well to sites capable of sustaining vigorous grass growth by normal maintenance without [[irrigation]]." <ref name="TR60">[[Technical Release 210-60: Earth Dams and Reservoirs\|Technical Release 210-60: Earth Dams and Reservoirs, NRCS, 2019]]</ref>

	"Designs may use earth auxiliary spillways at sites incapable of maintaining vegetative growth. While like vegetated spillways, NRCS typically designs earth spillways for lower velocities, lower stresses, and less frequent use. They typically require more maintenance than vegetated spillways after a flow		"Designs may use earth [[Auxiliary Spillways\|auxiliary spillways]] at sites incapable of maintaining vegetative growth. While like vegetated spillways, NRCS typically designs earth spillways for lower velocities, lower stresses, and less frequent use. They typically require more maintenance than vegetated spillways after a flow
	occurs." </ref name="TR60">		occurs." <ref name="TR60"/>

	"No damage should occur to vegetated or earth spillways during passage of all flows up to the auxiliary spillway hydrograph. Although vegetated and earth auxiliary spillways may experience minor surface erosion during passage of larger infrequent storms, the spillway must not breach during passage of the		"No damage should occur to vegetated or earth spillways during passage of all flows up to the auxiliary spillway hydrograph. Although vegetated and earth auxiliary spillways may experience minor surface erosion during passage of larger infrequent storms, the spillway must not breach during passage of the
	freeboard storm." </ref name="TR60">		freeboard storm." <ref name="TR60"/>

	"Designers can use hydraulic data in TR 210-39, “[[Hydraulics]] of Broad Crested Spillways,” in the design of vegetated and earth auxiliary spillways. Use a minimum vegetal retardance curve index of 5.6, as defined in Agricultural Research Service (ARS) Agriculture Handbook 667 (AH–667), “[[Stability]] Design of Grass-Lined Open Channels,” to determine hydraulic capacity and vegetal stress in vegetated spillways. Use a minimum Manning’s roughness coefficient, n, of 0.02 for earth spillway design. Base the actual hydraulic capacity of the spillway on an appraisal of the expected roughness condition at the site."</ref name="TR60">		"Designers can use hydraulic data in TR 210-39, “[[Hydraulics]] of Broad Crested Spillways,” in the design of vegetated and earth auxiliary spillways. Use a minimum vegetal retardance curve index of 5.6, as defined in Agricultural Research Service (ARS) Agriculture Handbook 667 (AH–667), “[[Stability]] Design of Grass-Lined Open Channels,” to determine hydraulic capacity and vegetal stress in vegetated spillways. Use a minimum Manning’s roughness coefficient, n, of 0.02 for earth spillway design. Base the actual hydraulic capacity of the spillway on an appraisal of the expected roughness condition at the site."<ref name="TR60"/>

	"Maintenance for auxiliary spillways increases as the frequency and duration of flow increase. Good designs balance maintenance cost against the cost of modifying the other elements of the dam to reduce the flow frequency. Strategies to economize the design of auxiliary spillways include raising the crest elevation, increasing the capacity of the principal spillway, adding a [[structural]] primary auxiliary spillway, providing erosion protection, or any combination thereof." </ref name="TR60">		"Maintenance for auxiliary spillways increases as the frequency and duration of flow increase. Good designs balance maintenance cost against the cost of modifying the other elements of the dam to reduce the flow frequency. Strategies to economize the design of auxiliary spillways include raising the crest elevation, increasing the capacity of the principal spillway, adding a [[structural]] primary auxiliary spillway, providing erosion protection, or any combination thereof." <ref name="TR60"/>

	"Maintaining the effectiveness of vegetated and earth spillways requires a systematic and regular maintenance program. If damage to a spillway occurs during a flow event, complete a repair of the spillway as soon as possible following the flow event. The O&M plan for the dam should describe the expected maintenance and repair for conditions such as vehicle ruts created during wet conditions, degradation from burning surface vegetation, and impact of mower blades on components above the soil surface." </ref name="TR60">		"Maintaining the effectiveness of vegetated and earth spillways requires a systematic and regular maintenance program. If damage to a spillway occurs during a flow event, complete a repair of the spillway as soon as possible following the flow event. The O&M plan for the dam should describe the expected maintenance and repair for conditions such as vehicle ruts created during wet conditions, degradation from burning surface vegetation, and impact of mower blades on components above the soil surface." <ref name="TR60"/>

	==Best Practices Resources==		==Best Practices Resources==

Grichards: Created page with "NOTOC Category:Spillway Control Structures ---- “Vegetated auxiliary spillways typically have trapezoidal cross-sections and a grass cover to protect them from damaging erosion. They adapt well to sites capable of sustaining vigorous grass growth by normal maintenance without irrigation." Technical Release 210-60: Earth Dams and Reservoirs, NRCS, 2019 "Designs may use earth auxiliar..."

2022-12-13T21:28:05Z

Created page with "__NOTOC__ Category:Spillway Control Structures ---- “Vegetated auxiliary spillways typically have trapezoidal cross-sections and a grass cover to protect them from damaging erosion. They adapt well to sites capable of sustaining vigorous grass growth by normal maintenance without irrigation." <ref name="TR60">Technical Release 210-60: Earth Dams and Reservoirs, NRCS, 2019</ref> "Designs may use earth auxiliar..."

New page

__NOTOC__
[[Category:Spillway Control Structures]]
----
“Vegetated auxiliary [[spillways]] typically have trapezoidal cross-sections and a grass cover to protect them from damaging erosion. They adapt well to sites capable of sustaining vigorous grass growth by normal maintenance without [[irrigation]]." <ref name="TR60">[[Technical Release 210-60: Earth Dams and Reservoirs|Technical Release 210-60: Earth Dams and Reservoirs, NRCS, 2019]]</ref>

"Designs may use earth auxiliary spillways at sites incapable of maintaining vegetative growth. While like vegetated spillways, NRCS typically designs earth spillways for lower velocities, lower stresses, and less frequent use. They typically require more maintenance than vegetated spillways after a flow
occurs." </ref name="TR60">

"No damage should occur to vegetated or earth spillways during passage of all flows up to the auxiliary spillway hydrograph. Although vegetated and earth auxiliary spillways may experience minor surface erosion during passage of larger infrequent storms, the spillway must not breach during passage of the
freeboard storm." </ref name="TR60">

"Designers can use hydraulic data in TR 210-39, “[[Hydraulics]] of Broad Crested Spillways,” in the design of vegetated and earth auxiliary spillways. Use a minimum vegetal retardance curve index of 5.6, as defined in Agricultural Research Service (ARS) Agriculture Handbook 667 (AH–667), “[[Stability]] Design of Grass-Lined Open Channels,” to determine hydraulic capacity and vegetal stress in vegetated spillways. Use a minimum Manning’s roughness coefficient, n, of 0.02 for earth spillway design. Base the actual hydraulic capacity of the spillway on an appraisal of the expected roughness condition at the site."</ref name="TR60">

"Maintenance for auxiliary spillways increases as the frequency and duration of flow increase. Good designs balance maintenance cost against the cost of modifying the other elements of the dam to reduce the flow frequency. Strategies to economize the design of auxiliary spillways include raising the crest elevation, increasing the capacity of the principal spillway, adding a [[structural]] primary auxiliary spillway, providing erosion protection, or any combination thereof." </ref name="TR60">

"Maintaining the effectiveness of vegetated and earth spillways requires a systematic and regular maintenance program. If damage to a spillway occurs during a flow event, complete a repair of the spillway as soon as possible following the flow event. The O&M plan for the dam should describe the expected maintenance and repair for conditions such as vehicle ruts created during wet conditions, degradation from burning surface vegetation, and impact of mower blades on components above the soil surface." </ref name="TR60">

==Best Practices Resources==
{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs| Technical Release 210-60: Earth Dams and Reservoirs (NRCS)]]
{{Document Icon}} [[ National Engineering Handbook: Chapter 50 - Earth Spillway Design| National Engineering Handbook: Chapter 50 - Earth Spillway Design (NRCS)]]
{{Document Icon}} [[National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model| National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model (NRCS)]]
{{Document Icon}} [[ Technical Release 210-39: Hydraulics of Broad-Crested Spillways| Technical Release 210-39: Hydraulics of Broad-Crested Spillways (NRCS)]]


{{Citations}}


{{revhistinf}}

← Older revision		Revision as of 18:21, 11 July 2023
Line 12:		Line 12:
	"Designers can use hydraulic data in [[Technical Release 210-39: Hydraulics of Broad-Crested Spillways\|TR 210-39, “Hydraulics of Broad Crested Spillways,”]] in the design of vegetated and earth [[Auxiliary Spillways\|auxiliary spillways]]. Use a minimum vegetal retardance curve index of 5.6, as defined in Agricultural Research Service (ARS) Agriculture Handbook 667 (AH–667), “[[Stability]] Design of Grass-Lined Open Channels,” to determine hydraulic capacity and vegetal stress in vegetated spillways. Use a minimum Manning’s roughness coefficient, n, of 0.02 for earth spillway design. Base the actual hydraulic capacity of the spillway on an appraisal of the expected roughness condition at the site."<ref name="TR60"/>		"Designers can use hydraulic data in [[Technical Release 210-39: Hydraulics of Broad-Crested Spillways\|TR 210-39, “Hydraulics of Broad Crested Spillways,”]] in the design of vegetated and earth [[Auxiliary Spillways\|auxiliary spillways]]. Use a minimum vegetal retardance curve index of 5.6, as defined in Agricultural Research Service (ARS) Agriculture Handbook 667 (AH–667), “[[Stability]] Design of Grass-Lined Open Channels,” to determine hydraulic capacity and vegetal stress in vegetated spillways. Use a minimum Manning’s roughness coefficient, n, of 0.02 for earth spillway design. Base the actual hydraulic capacity of the spillway on an appraisal of the expected roughness condition at the site."<ref name="TR60"/>

	"Maintenance for [[Auxiliary Spillways\|auxiliary spillways]] increases as the frequency and duration of flow increase. Good designs balance maintenance cost against the cost of modifying the other elements of the dam to reduce the flow frequency. Strategies to economize the design of auxiliary spillways include raising the crest elevation, increasing the capacity of the principal spillway, adding a [[structural]] primary auxiliary spillway, providing erosion protection, or any combination thereof." <ref name="TR60"/>		"Maintenance for [[Auxiliary Spillways\|auxiliary spillways]] increases as the frequency and duration of flow increase. Good designs balance maintenance cost against the cost of modifying the other elements of the dam to reduce the flow frequency. Strategies to economize the design of [[Auxiliary Spillways\|auxiliary spillways]] include raising the crest elevation, increasing the capacity of the principal spillway, adding a [[structural]] primary auxiliary spillway, providing erosion protection, or any combination thereof." <ref name="TR60"/>

	"Maintaining the effectiveness of vegetated and earth spillways requires a systematic and regular maintenance program. If damage to a spillway occurs during a flow event, complete a repair of the spillway as soon as possible following the flow event. The O&M plan for the dam should describe the expected maintenance and repair for conditions such as vehicle ruts created during wet conditions, degradation from burning surface vegetation, and impact of mower blades on components above the soil surface." <ref name="TR60"/>		"Maintaining the effectiveness of vegetated and earth spillways requires a systematic and regular maintenance program. If damage to a spillway occurs during a flow event, complete a repair of the spillway as soon as possible following the flow event. The O&M plan for the dam should describe the expected maintenance and repair for conditions such as vehicle ruts created during wet conditions, degradation from burning surface vegetation, and impact of mower blades on components above the soil surface." <ref name="TR60"/>

	==Best Practices Resources==		==Best Practices Resources==
	{{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}} [[National Engineering Handbook: Chapter 50 - Earth Spillway Design \| National Engineering Handbook: Chapter 50 - Earth Spillway Design, NRCS~~, 2014~~]]		{{Document Icon}} [[National Engineering Handbook: Chapter 50 - Earth Spillway Design \| National Engineering Handbook: Chapter 50 - Earth Spillway Design, NRCS]]
	{{Document Icon}} [[National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model \| National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model, NRCS~~, 2014~~]]		{{Document Icon}} [[National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model \| National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model, NRCS]]
	{{Document Icon}} [[Technical Release 210-39: Hydraulics of Broad-Crested Spillways \| Technical Release 210-39: Hydraulics of Broad-Crested Spillways, NRCS~~, 1968~~]]		{{Document Icon}} [[Technical Release 210-39: Hydraulics of Broad-Crested Spillways \| Technical Release 210-39: Hydraulics of Broad-Crested Spillways, 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-->