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contributor authorD. V. S. Verma
contributor authorArun Goel
date accessioned2017-05-08T20:49:21Z
date available2017-05-08T20:49:21Z
date copyrightJune 2003
date issued2003
identifier other%28asce%290733-9437%282003%29129%3A3%28194%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28182
description abstractThe results of experimental work leading to the development of shorter and improved stilling basins for pipe outlets are reported. The original USBR impact type VI stilling basin incorporates a floor that is depressed below the invert elevation of the pipe outlet. In the present study, efforts are made to develop an efficient stilling basin keeping the floor at the invert elevation of the pipe outlet. Experiments were conducted for two pipe diameters with Froude numbers ranging from 1.70 to 5.50. The new models were developed by conducting systematic experiments on a large number of stilling basins with different configurations of the appurtenances such as the splitter block, impact wall, baffle blocks, and end sill in terms of their shapes, sizes, and locations. A performance number has been defined to compare the performances of various stilling basins using a constant experimental running time and same erodible material for each model. The shapes and sizes of various appurtenances and corresponding performance results are presented. The performance of the newly developed efficient and economical stilling basins are compared with the performance of the USBR impact type VI stilling basins for pipe outlets within the range of the Froude numbers tested.
publisherAmerican Society of Civil Engineers
titleDevelopment of Efficient Stilling Basins for Pipe Outlets
typeJournal Paper
journal volume129
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2003)129:3(194)
treeJournal of Irrigation and Drainage Engineering:;2003:;Volume ( 129 ):;issue: 003
contenttypeFulltext


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