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Hydraulic efficiency in culvert design
Although all of equations required for hydraulic design of culverts are well-known, determination of which equation applies to particular situation is difficult to determine; 22 subitems are listed for consideration by designer as he determines hydraulic performance of culverts; degree of competence required for this determination is such that only well-trained and competent engineers should be entrusted with it; examples illustrate philosophies of designing culverts for unique or single head-discharge relationship and for nonunique or multiple and timewise indeterminate head-discharge relationship.
Hydraulic efficiency in culvert design
Although all of equations required for hydraulic design of culverts are well-known, determination of which equation applies to particular situation is difficult to determine; 22 subitems are listed for consideration by designer as he determines hydraulic performance of culverts; degree of competence required for this determination is such that only well-trained and competent engineers should be entrusted with it; examples illustrate philosophies of designing culverts for unique or single head-discharge relationship and for nonunique or multiple and timewise indeterminate head-discharge relationship.
Hydraulic efficiency in culvert design
ASCE -- Proc (J Highway Div)
Blaisdell, F.W. (author)
1966
12 pages
Article (Journal)
English
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