000			01981nas a2200181#a 4500
001			vtls000018868
008			230822s2023 xx 000 0 eng d
040			_aJPS
090	0	0	_aMAJ 626 JOU
245		0	_aJournal of Hydraulic Engineering.. Vol. 118 No. 7 (1992).
260			_aNew York : American Society of Civil Engineers. _c[date of publication not identified]
300			_ap.
500			_aIt contains of Papers, Technical Note and Discussions on July 1992 in Vol. 118 No. 7.
505			_aTECHNICAL 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.
942			_cTBS
990			_a1992
999			_aVIRTUA00 _c17032 _d17032
003			JPS