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contributor authorGoran Radovic
date accessioned2017-05-08T20:48:15Z
date available2017-05-08T20:48:15Z
date copyrightJanuary 1996
date issued1996
identifier other%28asce%290733-9437%281996%29122%3A1%2859%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27709
description abstractThis technical note presents an approach to irrigation and drainage canal-design procedure that uses dynamic programming where objective function and constraints are related to criteria used in canal design. The canal-design procedure is based on the principle of limiting velocities of water flow: minimum permissible velocity as a limit for sedimentation and maximum permissible velocity as a limit for erosion. The objective of the design is to determine the longitudinal slope (
publisherAmerican Society of Civil Engineers
titleCanal Design by Dynamic Programming
typeJournal Paper
journal volume122
journal issue1
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1996)122:1(59)
treeJournal of Irrigation and Drainage Engineering:;1996:;Volume ( 122 ):;issue: 001
contenttypeFulltext


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