cobble 发表于 2025-3-21 17:42:15
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Overall Minimum Cost Canal Sections,ration subject to uniform flow condition in the canal. Essentially, it is a problem of minimization of a nonlinear objective function subject to a nonlinear equality constraint. This chapter highlights design equations for the least cost canal sections considering earthwork cost which may vary withAntarctic 发表于 2025-3-23 04:26:14
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Optimal Design of Transmission Canal,ing long transmission canals. Though there is no withdrawal from a transmission canal, it loses water on account of seepage and evaporation. Hence, it is not economical to continue the same section throughout the length of a long transmission canal. Instead, a transmission canal should be divided in