Clarence Cannon Re-regulation Structure, Salt River, Missouri : hydraulic model investigation /

"August 1996."

Olmsted Lock Outlet, Ohio River : hydraulic model investigation /

Cover title.

St. Stephen Powerhouse fish lift, Cooper River Rediversion Project, South Carolina : hydraulic model investigation /

"March 1993."

Coastal hydraulic models /

Cover title.

Evaluation and development of water wave theories for engineering application /

"November 1974."

Laboratory tests of hydraulic model of filling and emptying system for the MacArthur Lock, St. Marys River, Sault Ste. Marie, Michigan; final report.

Mode of access: Internet.

Laboratory tests on hydraulic models of a submergible tainter lock gate for St. Anthony Falls lower lock, Mississippi River, Minneapolis, Minn.; final report.

Mode of access: Internet.

Laboratory tests on models of lock hydraulic systems; final report.

Mode of access: Internet.

Three-dimensional model studies of hydraulic breakwaters /

Mode of access: Internet.

Verification of the Froude modeling law for hydraulic breakwater /

Mode of access: Internet.

Engineering field manual for conservation practices /

"Jul 84."

Technical memorandum on hydrologic hydraulic and benefits analysis for the Elmhurst Quarry Flood Control Facility Design.

Caption title.

Organizational, field, and depot maintenance repair parts list (including operation and organizational, field, and depot maintenance) for wrench, impact, hydraulic (Bowen-McLaughin-York, model BML15436), 5130-790-2284.

Includes index.

Organizational, direct support and general support maintenance repair parts and special tools list for tool outfit, Hydraulic Systems Test and Repair (HSTRU), NSN 4940-01-036-5784.

"August 1980."

Analysis of PVC pipe-wall viscoelasticity during water hammer

This research work focuses on the analysis of hydraulic transients in polyvinyl chloride (PVC) pipes, which are characterized by a viscoelastic rheological behavior. Transient pressure data were collected in a pipe rig consisting of a set of PVC pipes. The creep function of the PVC pipes was determined by using an inverse transient model based on collected transient pressure data and compared with that obtained by carrying out mechanical tensile tests of PVC pipe specimens. The numerical results obtained from the transient solver have shown that the attenuation, dispersion, and shape of transient pressures were well described. The incorporation of the viscoelastic mechanical behavior in the hydraulic transient model has provided an excellent fitting between numerical results and observed data. Calibrated creep function based on inverse analysis fit the one determined by mechanical tests well, which emphasized the importance of pipe-wall viscoelasticity in hydraulic transients in PVC pipes.