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This is a Experimental Study study.

Numerical Study of Local Scour Around a Triangular Group of Circular Bridge Piers

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Experimental testing and CFD simulations reveal scour patterns in triangular pier groups, suggesting critical design insights.

Scour severity increases significantly with smaller center-to-center spacing ratios among bridge piers.
Maximum scour depths reached up to 100.5 mm at a spacing ratio of Z/B = 1.0, indicating severe hydraulic effects.
CFD simulations, validated with experimental results, effectively model scour behavior around triangular pier arrangements.
Guidance from this study aims to help bridge engineers mitigate scour risks with optimal pier spacing in designs.

Hasan et al. (2025) studied this question.

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View Full Paper

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Authors

Experimental testing and CFD simulations reveal scour patterns in triangular pier groups, suggesting critical design insights.

Scour severity increases significantly with smaller center-to-center spacing ratios among bridge piers.
Maximum scour depths reached up to 100.5 mm at a spacing ratio of Z/B = 1.0, indicating severe hydraulic effects.
CFD simulations, validated with experimental results, effectively model scour behavior around triangular pier arrangements.
Guidance from this study aims to help bridge engineers mitigate scour risks with optimal pier spacing in designs.

Hasan et al. (2025) studied this question.

View Full Paper

Ask AI

Bookmark