Effects of Bridge Piers on Flood Hazards: A Case Study on the Jialing River in China
Abstract
:1. Introduction
2. Materials and Methods
2.1. Study Area
2.2. Model Description
2.3. Mesh Generation and Model Parameters
2.4. Sensitivity Analysis
2.5. Validation of the Numerical Model
3. Results and Discussion
3.1. Backwater Effects of Bridge Piers
3.2. Effects on Flow Velocity Fields
4. Conclusions
Author Contributions
Funding
Acknowledgments
Conflicts of Interest
References
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Mesh | Number of Elements | Smallest Allowable Angle | Maximum Element Area (m3) |
---|---|---|---|
1 | 14,412 | 29° | 200 |
2 | 33,865 | 29° | 80 |
3 | 41,524 | 29° | 50 |
Location | Distance to the Upstream Boundary (m) | Designed Elevations at the Top of Levees (m) | Computed (with Piers) Elevations at the Top of Levees (m) | Differences (m) |
---|---|---|---|---|
Xizhuang Bridge | 631 | 978.83 | 978.98 | −0.15 |
Fengxian Bridge | 1220 | 976.64 | 976.97 | −0.33 |
E Ramp Bridge | 2400 | 973.24 | 973.6 | −0.36 |
Jialing River Bridge | 2856 | 971.03 | 971.38 | −0.35 |
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Wang, W.; Zhou, K.; Jing, H.; Zuo, J.; Li, P.; Li, Z. Effects of Bridge Piers on Flood Hazards: A Case Study on the Jialing River in China. Water 2019, 11, 1181. https://doi.org/10.3390/w11061181
Wang W, Zhou K, Jing H, Zuo J, Li P, Li Z. Effects of Bridge Piers on Flood Hazards: A Case Study on the Jialing River in China. Water. 2019; 11(6):1181. https://doi.org/10.3390/w11061181
Chicago/Turabian StyleWang, Wen, Kaibo Zhou, Haixiao Jing, Juanli Zuo, Peng Li, and Zhanbin Li. 2019. "Effects of Bridge Piers on Flood Hazards: A Case Study on the Jialing River in China" Water 11, no. 6: 1181. https://doi.org/10.3390/w11061181