Effects of Dynamical Change in Water Level on Local Scouring around Bridge Piers Based on In-Situ Experiments

Effects of Dynamical Change in Water Level on Local Scouring around Bridge Piers Based on In-Situ Experiments

To evaluate the stability of bridge piers affected by the local scouring, the existing formulas for estimating the maximum local scour depth have been developed based on the results of experiments conducted under a constant water level. However, the applicability of these formulas to the cases where...

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Auteurs principaux: Takuma Kadono, Sho Kato, Shinichiro Okazaki, Toshinori Matsui, Yoshio Kajitani, Masahide Ishizuka, Hidenori Yoshida
Format: article
Langue:EN
Publié: MDPI AG 2021
Sujets:
local scouring
cylindrical pier
round nose and tail rectangular pier
local scour depth
local scour length
water level change
Hydraulic engineering
TC1-978
Water supply for domestic and industrial purposes
TD201-500
Accès en ligne:https://doaj.org/article/ea6b2b9229314c248c973e2b803ff0f4
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https://doaj.org/article/ea6b2b9229314c248c973e2b803ff0f4

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