Reservoir Level: Difference between revisions
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Rmanwaring (talk | contribs) (Created page with "__NOTOC__ ---- <!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed --> “Water surface elevations should be measured and compared with data collected from embankment instruments to evaluate embankment performance. Various instruments to measure water surface elevations are commercially available. Instruments to measure water level include staff gauge, float and encoder, pressure transducer, ultrasonic, and radar. Methods of rec...") |
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==Measurement Devices== | ==Measurement Devices== | ||
* [[Staff Gage]] | |||
==Best Practices Resources== | ==Best Practices Resources== | ||
{{Document Icon}} [[Instrumentation of Embankment Dams and Levees (EM 1110-2-1908)]] | {{Document Icon}} [[Instrumentation of Embankment Dams and Levees (EM 1110-2-1908)|Instrumentation of Embankment Dams and Levees (EM 1110-2-1908) (U.S. Army Corps of Engineers)]] | ||
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Revision as of 18:10, 16 September 2022
“Water surface elevations should be measured and compared with data collected from embankment instruments to evaluate embankment performance. Various instruments to measure water surface elevations are commercially available. Instruments to measure water level include staff gauge, float and encoder, pressure transducer, ultrasonic, and radar. Methods of recording data include chart and digital recorders. Simple staff gauges should be periodically compared as a check on automated systems”.[1]
Measurement Devices
Best Practices Resources
Instrumentation of Embankment Dams and Levees (EM 1110-2-1908) (U.S. Army Corps of Engineers)
Citations:
Revision ID: 3465
Revision Date: 09/16/2022