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Simple and practical method is presented to determine peak discharge from small rural watersheds used in design of waterway openings of culverts or other small drainage structures; design chart for method is given for small watersheds of less than 6000 acres under climatic and physiographic conditions in Illinois; example.
Simple and practical method is presented to determine peak discharge from small rural watersheds used in design of waterway openings of culverts or other small drainage structures; design chart for method is given for small watersheds of less than 6000 acres under climatic and physiographic conditions in Illinois; example.
Hydrologic design of culverts
ASCE -- Proc (J Hydraulics Div)
Chow, V.T. (author)
1962
17 pages
Article (Journal)
English
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ASCE | 2021
|Closure to “Hydrologic Design of Culverts”
ASCE | 2021
|Discussion of “Hydrologic Design of Culverts”
ASCE | 2021
|Discussion of “Hydrologic Design of Culverts”
ASCE | 2021
|Discussion of “Hydrologic Design of Culverts”
ASCE | 2021
|