Journal of Hydraulic Engineering.. Vol. 117 No. 11 (1991).

Material type: Continuing resourceContinuing resourcePublication details: New York : American Society of Civil Engineers. [date of publication not identified]Description: p
Contents:
TECHNICAL PAPERS : Hyperconcentrated Flow and Sediment Transport at Steep Slopes / Dieter Rickenmann. Depth-Integrated Suspended-Load Calculations / S. R. McLean. Effects of Pile Dikes on Flow Retardation and Sediment Transport / Syunsuke Ikeda, Norihiro Izumi, and Rikio Ito. Unconfined Flow through Porous Media Using B-Spline Boundary Elements / Jaime J. S. P. Cabral and Luiz C. Wrobel. Friction and Free-Surface Flow over Porous Media / C. P. Richardson and A. D. Parr. Solving Turbulent Flows Using Finite Elements / John I. Finnie and Roland W. Jeppson. Great Lakes River-Estuary Hydrodynamic Finite Element Model / Ching L. Chen and Kwang K. Lee. Methodology for Optimal Operation of Pumping Stations in Water Distribution Systems / Lehar M. Brion and Larry W. Mays. TECHNICAL NOTE : Quadratic-Equation Inaccuracy for Water Hammer / Anton Bergant and Angus Simpson.
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It contains of Papers, Technical Note and Discussions on November 1991 in Vol. 117 No. 11.

TECHNICAL PAPERS : Hyperconcentrated Flow and Sediment Transport at Steep Slopes / Dieter Rickenmann. Depth-Integrated Suspended-Load Calculations / S. R. McLean. Effects of Pile Dikes on Flow Retardation and Sediment Transport / Syunsuke Ikeda, Norihiro Izumi, and Rikio Ito. Unconfined Flow through Porous Media Using B-Spline Boundary Elements / Jaime J. S. P. Cabral and Luiz C. Wrobel. Friction and Free-Surface Flow over Porous Media / C. P. Richardson and A. D. Parr. Solving Turbulent Flows Using Finite Elements / John I. Finnie and Roland W. Jeppson. Great Lakes River-Estuary Hydrodynamic Finite Element Model / Ching L. Chen and Kwang K. Lee. Methodology for Optimal Operation of Pumping Stations in Water Distribution Systems / Lehar M. Brion and Larry W. Mays. TECHNICAL NOTE : Quadratic-Equation Inaccuracy for Water Hammer / Anton Bergant and Angus Simpson.

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