Research Article
Dec 1911

Economic Canal Location in Uniform Countries

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Publication: Transactions of the American Society of Civil Engineers
Volume 74, Issue 4

Abstract

As the writer has spent practically all his time, £or the past three years, in the field location of canals and laterals, the method of economic location which has been developed may be of passing interest to others engaged in work of this class. Yardage diagrams were made of standard canal sections with capacities of from 1 200 to 25 sec-ft. and a velocity of 2.5 ft. per sec. For capacities ranging from 1 200 to 250 sec-ft., the diagrams were of sections having intervals of 50 sec-ft.; for capacities of less than 250 sec-ft., a diagram was made for each interval of 25 sec-ft. Figs. 1 and 2 are typical sections, and Table 1 gives the dimensions of standard laterals having velocities of from 1.0 to 3.0 ft. per sec. and capacities of from 1 to 90 sec-ft.

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Go to Transactions of the American Society of Civil Engineers
Transactions of the American Society of Civil Engineers
Volume 74Issue 4December 1911
Pages: 179 - 188

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Published in print: Dec 1911
Published online: Feb 10, 2021

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Lyman E. Bishop, J.ASCE

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