期刊
JOURNAL OF HYDRAULIC ENGINEERING
卷 148, 期 10, 页码 -出版社
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)HY.1943-7900.0002012
关键词
-
资金
- National Natural Science Foundation of China [51979242]
This study validates Bagnold's approximation in his bedload formula by comparing the critical near-bed flow velocity and the particle settling velocity.
In the derivation of his bedload formula, Bagnold approximated the critical near-bed flow velocity for incipient sediment motion as the particle settling velocity. However, this approximation has not yet been validated since Bagnold's bedload formula was proposed in 1973. By comparing the drag coefficient defined based on the critical near-bed flow velocity and that defined based on the particle settling velocity, this note shows that the difference between the two velocities is negligible, which substantiates Bagnold's approximation. (C) 2022 American Society of Civil Engineers.
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