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Peak Discharge for Highway Drainage Design
The use of stream-flow records for determining the size of highway drainage structures is a logical procedure. This paper shows that, by developing regional flood curves, the peak rate of runoff on a stream can be estimated for a given frequency—whether or not stream gaging records are available for that particular stream. A graph is included that can be used for estimating peak rates of runoff on small watersheds to a id in culvert design.
Peak Discharge for Highway Drainage Design
The use of stream-flow records for determining the size of highway drainage structures is a logical procedure. This paper shows that, by developing regional flood curves, the peak rate of runoff on a stream can be estimated for a given frequency—whether or not stream gaging records are available for that particular stream. A graph is included that can be used for estimating peak rates of runoff on small watersheds to a id in culvert design.
Peak Discharge for Highway Drainage Design
Izzard, Carl F. (author)
Transactions of the American Society of Civil Engineers ; 119 ; 1005-1015
2021-01-01
111954-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Design of highway drainage structures
Engineering Index Backfile | 1920
|Optimal Design for Highway Drainage Culverts
ASCE | 2021
|Engineering Index Backfile | 1929
|Engineering Index Backfile | 1921
|NTIS | 1968
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