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[期刊论文] 作者:Prabhata K. SWAMEE, 来源:International Journal of Sediment Research 年份:2002
Flushing pipe outlets are provided at the floor of sedimentation basins for flushing out of the deposited sediments. These outlets have to be positioned in such...
[期刊论文] 作者:Prabhata K. SWAMEE, 来源:国际泥沙研究:英文版 年份:2000
稳定河槽几何学在相当很长时间吸引了水力的工程师的注意。各种各样的标准被建议了解释一条隧道的自我形成的几何学。基于流动系统,和使用的几何编程的最佳的费用结构,现在的调......
[期刊论文] 作者:Prabhata K. SWAMEE Barham PARK, 来源:国际泥沙研究:英文版 年份:2003
Morphological analyses require quantitative description of river course by providing its equation. Such an equation is not possible as the river plan-form conta...
[期刊论文] 作者:Prabhata K. SWAMEE,Nimisha SWAMEE, 来源:International Journal of Sediment Research 年份:2004
Design equations for minimum area or maximum velocity canal-sections for transport of bulk sediment carried by water have been obtained. Such canals are economi...
[期刊论文] 作者:Prabhata K. SWAMEE,Barham PARK, 来源:国际泥沙研究:英文版 年份:2006
[期刊论文] 作者:Prabhata K. Swamee,任双节,, 来源:西北水资源与水工程 年份:1996
正常水深是灌溉渠道设计中的一个重要参数,均匀流基本公式属于正常水深的隐式公式,不可能由公式直接求解,常藉冗繁费时的试算法方能得出答案,另外列表法和图解法虽亦能得出答...
[期刊论文] 作者:Prabhata K. SWAMEE,Barham PARKASH,Santanu SARMA,, 来源:International Journal of Sediment Research 年份:2006
A mathematical model based on data for the period 1957-1988 representing changes in space and time in the bed morphology of the 623 km long alluvial reach of th...
[期刊论文] 作者:Prabhata K. SWAMEE,Barham PARKASH,Jayaprakash V THOMAS, Satvindar SINGH, 来源:International Journal of Sediment Research 年份:2003
Morphological analyses require quantitative description of river course by providing its equation. Such an equation is not possible as the river plan-form cont...
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