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Discharge Formula for Straight Alluvial Channels
The proposed discharge formula contains a discharge coefficient and exponents for hydraulic radius and slope. Both the coefficient and the exponents are given as functions of bed forms and bed material. Velocities computed by the formula check closely with those obtained in the laboratory.
Discharge Formula for Straight Alluvial Channels
The proposed discharge formula contains a discharge coefficient and exponents for hydraulic radius and slope. Both the coefficient and the exponents are given as functions of bed forms and bed material. Velocities computed by the formula check closely with those obtained in the laboratory.
Discharge Formula for Straight Alluvial Channels
Liu, Hsin-Kuan (author) / Hwang, Shoi-Yean (author)
Transactions of the American Society of Civil Engineers ; 126 ; 1787-1821
2021-01-01
351961-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Discharge Formula for Straight Alluvial Channels
| ASCE | 2021