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CHAPTER IINTRODUCTION TO INSTRUMENTATION A GENERAL CONSIDERATIONS 1 Purpose
Minimum desirable instrumentation
41 other sections not shown
abutment accelerograph assembly automation backfill material baseplate bentonite cable calibration Cipolletti concrete consists construction couplings crest CYBER depth described in section diameter diaphragm discharge disk downstream drill hole earthfill electrical elevation embankment dams Engineering epoxy equipment extensometer feet field data form files flow flume flushing foundation Geotechnical Geotechnical Engineering grout hydraulic inch inclinometer inlet length located manifold manufactured master gauge measurement points mg/L monitoring Monthly Monthly movement Ol Ol Ol operation outlet percent piezometer tip plastic plot plug pneumatic piezometer pneumatic pressure pneumatic settlement sensor polypropylene porous porous-tube piezometer probe processing pump radiosonde readout unit record rectangular weir reservoir Ridgway Dam sample Saran plastic seepage shear strip shown on figure soil standpipe steel strain gauge Structural Behavior Branch surface temperature tests thermistor tiltmeter total pressure cell transducer transmitted trench upstream USBR vertical vibrating-wire piezometer water level weir wire zone