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A platform for research: civil engineering, architecture and urbanism
Economic problem of irrigation canals -- Seepage losses
Method for simplifying calculations, aiming at economic solution of canal lining problem without lessening precision of results is presented; problem is defined in terms of functions having as independent variable canal water depth, by means of which all factors are coordinated and connected; method is applied to case of canal conveying constant flow along line, and to case in which discharge of canal varies along line itself; numerical example is given to demonstrate application of method to practical problems encountered in design.
Economic problem of irrigation canals -- Seepage losses
Method for simplifying calculations, aiming at economic solution of canal lining problem without lessening precision of results is presented; problem is defined in terms of functions having as independent variable canal water depth, by means of which all factors are coordinated and connected; method is applied to case of canal conveying constant flow along line, and to case in which discharge of canal varies along line itself; numerical example is given to demonstrate application of method to practical problems encountered in design.
Economic problem of irrigation canals -- Seepage losses
ASCE -- Proc (J Irrigation Drainage Div)
Bandini, A. (author)
1966
23 pages
Article/Chapter (Book)
English
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