Gate Performance - Revision history

Grichards at 20:50, 6 December 2022

2022-12-06T20:50:11Z

← Older revision		Revision as of 20:50, 6 December 2022
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	==Examples==		==Examples==
	{{Website Icon}} ~~Learn more [[about]] the importance of monitoring and inspecting gates from the gate failure at~~ [https://damfailures.org/case-study/folsom-dam-california-1995/ Folsom Dam (DamFailures.org)]		{{Website Icon}} [https://damfailures.org/case-study/folsom-dam-california-1995/ Learn more about the importance of monitoring and inspecting gates from the gate failure at Folsom Dam (DamFailures.org)]
	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300)\|Instrumentation for Concrete Structures (EM 1110-2-4300) (U.S. Army Corps of Engineers)]]		{{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300)\|Instrumentation for Concrete Structures (EM 1110-2-4300) (U.S. Army Corps of Engineers)]]

Grichards at 20:49, 6 December 2022

2022-12-06T20:49:40Z

← Older revision		Revision as of 20:49, 6 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 -->
	[~~Paragraph here~~]		Radial gates and other types of gate systems can be subjected to a range of loading conditions and can experience corrosion or other weakening over time. Strain gages are commonly used to monitor gate performance. “Two types of gages are generally used for measuring strains: surface gages and internal or embedded gages. These types can be further divided into short- and long-term gages, depending on the duration of measurements. Usually, short-term strains are best measured by electrical type gages, while some long-term strains (e.g., creep and shrinkage) can be conveniently measured using detachable mechanical gages”.<ref name="EM 1110-2-4300">[[Instrumentation for Concrete Structures (EM 1110-2-4300) \| EM 1110-2-4300 Instrumentation for Concrete Structures, USACE, 1987]]</ref>

	~~==Measurement Devices==~~		Electrical hoist current draw is another means of monitoring gate performance.
	~~'''Strain Gauge'''~~
	*“Two types of gages are generally used for measuring strains: surface gages and internal or embedded gages. These types can be further divided into short- and long-term gages, depending on the duration of ~~measurements~~. Usually, short-term strains are best measured by electrical type gages, while some long-term strains (e.g., creep and shrinkage) can be conveniently measured using detachable mechanical gages”.<ref name="EM 1110-2-4300">[[Instrumentation for Concrete Structures (EM 1110-2-4300) \| EM 1110-2-4300 Instrumentation for Concrete Structures, USACE, 1987]]</ref>

	~~'''Electrical Hoist Current Draw'''~~
	*[Paragraph here]

	==Examples==		==Examples==

Grichards at 04:42, 18 November 2022

2022-11-18T04:42:43Z

← Older revision		Revision as of 04:42, 18 November 2022
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	__NOTOC__		__NOTOC__
			[[Category:Structural Surveillance and Monitoring]]
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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 -->
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	==Examples==		==Examples==
	{{Website Icon}} Learn more about the importance of monitoring and inspecting gates from the gate failure at [https://damfailures.org/case-study/folsom-dam-california-1995/ Folsom Dam (DamFailures.org)]		{{Website Icon}} Learn more [[about]] the importance of monitoring and inspecting gates from the gate failure at [https://damfailures.org/case-study/folsom-dam-california-1995/ Folsom Dam (DamFailures.org)]
	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300)\|Instrumentation for Concrete Structures (EM 1110-2-4300) (U.S. Army Corps of Engineers)]]		{{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300)\|Instrumentation for Concrete Structures (EM 1110-2-4300) (U.S. Army Corps of Engineers)]]

Grichards at 18:01, 16 September 2022

2022-09-16T18:01:46Z

← Older revision		Revision as of 18:01, 16 September 2022
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	==Examples==		==Examples==
	{{Website Icon}} Learn more about the importance of monitoring and inspecting gates from the gate failure at [[https://damfailures.org/case-study/folsom-dam-california-1995/ Folsom Dam (DamFailures.org)]]		{{Website Icon}} Learn more about the importance of monitoring and inspecting gates from the gate failure at [https://damfailures.org/case-study/folsom-dam-california-1995/ Folsom Dam (DamFailures.org)]
	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300)\|Instrumentation for Concrete Structures (EM 1110-2-4300) (U.S. Army Corps of Engineers)]]		{{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300)\|Instrumentation for Concrete Structures (EM 1110-2-4300) (U.S. Army Corps of Engineers)]]

Grichards at 18:01, 16 September 2022

2022-09-16T18:01:25Z

← Older revision		Revision as of 18:01, 16 September 2022
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	==Examples==		==Examples==
	{{Website Icon}} Learn more about the importance of monitoring and inspecting gates from the gate failure at [https://damfailures.org/case-study/folsom-dam-california-1995/ Folsom Dam (DamFailures.org)]		{{Website Icon}} Learn more about the importance of monitoring and inspecting gates from the gate failure at [[https://damfailures.org/case-study/folsom-dam-california-1995/ Folsom Dam (DamFailures.org)]]
	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300)\|Instrumentation for Concrete Structures (EM 1110-2-4300) (U.S. Army Corps of Engineers)]]		{{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300)\|Instrumentation for Concrete Structures (EM 1110-2-4300) (U.S. Army Corps of Engineers)]]

Grichards at 18:00, 16 September 2022

2022-09-16T18:00:43Z

← Older revision		Revision as of 18:00, 16 September 2022
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	==Examples==		==Examples==
	{{Website Icon}}		{{Website Icon}} Learn more about the importance of monitoring and inspecting gates from the gate failure at [https://damfailures.org/case-study/folsom-dam-california-1995/ Folsom Dam (DamFailures.org)]
	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300)]]		{{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300)\|Instrumentation for Concrete Structures (EM 1110-2-4300) (U.S. Army Corps of Engineers)]]
	~~==Trainings==~~
	~~{{Video Icon}}~~

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Rmanwaring: Created page with "NOTOC ---- [Paragraph here] ==Measurement Devices== '''Strain Gauge''' *“Two types of gages are generally used for measuring strains: surface gages and internal or embedded gages. These types can be further divided into short- and long-term gages, depending on the duration of measurements. Usually, short-term strains are best measured by electrical type gages, while..."

2022-09-08T15:08:39Z

Created page with "__NOTOC__ ----  [Paragraph here] ==Measurement Devices== '''Strain Gauge''' *“Two types of gages are generally used for measuring strains: surface gages and internal or embedded gages. These types can be further divided into short- and long-term gages, depending on the duration of measurements. Usually, short-term strains are best measured by electrical type gages, while..."

New page

__NOTOC__
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[Paragraph here]

==Measurement Devices==
'''Strain Gauge'''
*“Two types of gages are generally used for measuring strains: surface gages and internal or embedded gages. These types can be further divided into short- and long-term gages, depending on the duration of measurements. Usually, short-term strains are best measured by electrical type gages, while some long-term strains (e.g., creep and shrinkage) can be conveniently measured using detachable mechanical gages”.<ref name="EM 1110-2-4300">[[Instrumentation for Concrete Structures (EM 1110-2-4300) | EM 1110-2-4300 Instrumentation for Concrete Structures, USACE, 1987]]</ref>

'''Electrical Hoist Current Draw'''
*[Paragraph here]

==Examples==
{{Website Icon}}
==Best Practices Resources==
{{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300)]]
==Trainings==
{{Video Icon}}


{{Citations}}


{{revhistinf}}