Journal of Hydraulic Engineering.. Vol. 118 No. 7 (1992).
Material type: Continuing resourcePublication details: New York : American Society of Civil Engineers. [date of publication not identified]Description: pItem type | Current library | Collection | Call number | Copy number | Status | Date due | Barcode | |
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Terbitan Bersiri | JPS HQ Library Main - Serials | Serials | MAJ 626 JOU (Browse shelf(Opens below)) | 1 | Available | 1000027539 |
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It contains of Papers, Technical Note and Discussions on July 1992 in Vol. 118 No. 7.
TECHNICAL PAPERS : Properties of Various Sediment Sampling Procedures / Panayiotis Diplas and Jon)B. Fripp. Turbulence Characteristics of Sediment-Laden Flows in Open Channels / D. A. Lyn. Variation of Velocity Distribution along Nonuniform Open-Channel Flow / Chao-Lin Chiu and David W. Murray. Preferred Directions of Flow on Alluvial Fans / Richard H. French. Efficient Calculation of Transient Flow in Simple Pipe Networks / Bryan W. Karney and Duncan McInnis. Leaks in Pipe Networks / Ranko S. Pudar and James A. Liggett. TECHNICAL NOTES : Discharge Capacity for Curb-Opening Inlets / Ali Uyumaz. Predicting Influence of Bank Vegetation on Channel Capacity / Richard Masterman and Colin R. Thorne. DISCUSSIONS : Explicit Calculation of Pipe-Network Parameters. Paul F. Boulos and Don J. Wood / Pramod R. Bhave. Closure by authors. Entropy-Based Redundancy Measures in Water-Distribution Networks. Kofi Awumah, Ian Goulter, and Suresh K. Bhatt / Chengchao Xu and Paul W. Jowitt. Scour Downstream of Grade-Control Structures. Noel E. Bormann and Pierre Y. Julien / M. Shafai-Bajestan and M. L. Albertson, George K. Cotton, Siow-Yong Lim. Closure by authors. Confidence Interval for Design Floods with Estimated Skew Coefficient. J. U. Chowdhury and J. R. Stedinger / H. B. Horlacher. HGL Elevation at Pipe Exit of USBR Type VI Impact Basin. Charles E. Rice and Kem C. Kadavy / Fred W. Blaisdell. Closure by authors.
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