Gate Performance: Difference between revisions
From ASDSO Dam Safety Toolbox
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[[Category:Structural Surveillance and Monitoring]] | |||
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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)]] | ||
Revision as of 04:42, 18 November 2022
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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”.[1]
Electrical Hoist Current Draw
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Examples
Learn more about the importance of monitoring and inspecting gates from the gate failure at Folsom Dam (DamFailures.org)
Best Practices Resources
Instrumentation for Concrete Structures (EM 1110-2-4300) (U.S. Army Corps of Engineers)
Citations:
Revision ID: 4412
Revision Date: 11/18/2022