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Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/9209

Title: Ahmed I. A1-Amoud
Authors: Ahmed I. A1-Amoud
Helmi M
Issue Date: 5-Dec-2010
Abstract: The case of a partially lined trapezoidal channel excavated in a highly permeable soil of infinite depth is investigated in this paper. The results of an earlier research are Modified and used in establishing equations for estimating channel length downstream from a reference section and channel discharge at a general section. The above mentioned equations are provided for channels with side lining as well as for those with bottom lining. The solution of a numerical example shows that equations are simple and practical. Inspection of a number of graphs illustrates the effect of various parameters on the channel length. Distribution of discharge along with channel the lining efficiency for both bottom lined and side lined channels.
URI: http://hdl.handle.net/123456789/9209
Appears in Collections:College of Foods And Agricultural Science

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