期刊
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING
卷 131, 期 6, 页码 546-554出版社
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)0733-9437(2005)131:6(546)
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Optimal design equations for a parabolic canal section are presented in this paper. The design equations for a minimum earthwork cost section and a minimum cost lined section are in explicit form and result in optimal dimensions of a canal in single step computations. These have been obtained after applying the Fibbonaci search method on a nonlinear unconstrained optimization problem. The study also addresses the bounds on the canal dimensions and the velocity or flow. A nondimensional parameter approach has been used to simplify the analysis, and a set of graphs for nondimensional parameters are presented as in alternative for design. Design procedures for different cases have been presented to demonstrate the simplicity of the method.
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