Air Demand and Conduit Pressures Stillhouse Hollow Dam, Lampasas River, Texas

Abstract

Tests were conducted to provide data on prototype conduit air demand during high water discharges and to determine conduit losses at high Reynolds numbers (10 to the 7th power). The latter information was used to compute the conduit roughness coefficient f. Recorded data included water discharge, individual vent air demand, pressures at the air vent-water conduit interface, and conduit piezometric pressures. A value for the roughness coefficient was determined from the conduit head loss data and compared to values determined from plaster casts of the conduit wall. Some air vent velocities were found to exceed the recommended value given in Engineer Manual 1110-2-1602, 'Hydraulic Design of Reservoir Outlet Works.' However, no damage was noted in the conduit at the time of the tests. Periodic inspections of the conduit were recommended, especially following extended releases.

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Document Details

Document Type
Technical Report
Publication Date
Aug 01, 1988
Accession Number
ADA199358

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  • E. D. Hart

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  • Energy and Power Technologies
  • Sensors

DTIC Thesaurus Topics

  • Civil Engineering
  • Classification
  • Coefficients
  • Design Criteria
  • Engineers
  • Flood Control
  • Fluid Dynamics
  • Fluid Mechanics
  • Froude Number
  • Hydraulics
  • Instrumentation
  • Measurement
  • Pitot Tubes
  • Pressure Transducers
  • Reservoirs
  • Reynolds Number
  • Test Facilities

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