Evulation of Temporary Protection during Bridge Construction against Accelerating Erosion

Chih Hsien Lin; Kuei Hsiang Cheng; Cheng Chao

doi:10.4028/www.scientific.net/AMR.838-841.1122

Paper Titles

Study on the Technology of Using Steel Plate Yoke to Strengthen Reinforcement Trussed Arch Bridge
p.1102

Stability Analysis of Scour around Exposed Bridge Pier
p.1108

Initial Equilibrium State Analysis for Concrete Self-Anchored Suspension Bridge under Dead Load
p.1112

Bridge Finite Element Model Updating Based on Uniform Design and Response Surface Method
p.1118

Evulation of Temporary Protection during Bridge Construction against Accelerating Erosion
p.1122

Research on Railway Bridge Evaluation Index
p.1126

Study on Collapse-Proof Effect and Parametric Design of Cable-Unseating Prevention Devices
p.1130

Vehicle-Bridge Interaction Analysis via ANSYS and MATLAB
p.1135

Research on the Application of TLD to Viaduct Box Girder Bridges for Vibration and Noise Reduction
p.1140

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Evulation of Temporary Protection during Bridge...

Evulation of Temporary Protection during Bridge Construction against Accelerating Erosion

Abstract:

According to the old bridge damaged emergency conversion program, this study investigates the flow changes during the coexistence of old and new bridge and contraction effect. The flow rate between piers increasing, thereby accelerating erosion. This study uses SMS-2D unsteady flow model to simulate old pier into the pre-construction setting due to their contraction flows and further necessary hydraulic structures and facilities for temporary protection during bridge construction against accelerating erosion for CheCheng Bridge in PenTung country, Taiwan as case study, thus, providing reliable information and references for bridge engineers.

You might also be interested in these eBooks

Civil, Structural and Environmental Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

1122-1125

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.1122

Citation:

Cite this paper

Online since:

November 2013

Authors:

Chih Hsien Lin*, Kuei Hsiang Cheng, Cheng Chao

Keywords:

Accelerating Erosion, Scour Protection, SMS-2D

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] H.N.C. Breusers and A.J. Raudkivi, in: Scouring, edited by IAHR, Hydraulic Structure Design Manual, Vol. 2, Belkema (1991).

Google Scholar

[2] B.W. Melville and S.E. Coleman: Bridge Scour, edited by Water Resources Publications, LLC., Highlands Ranch, Colorado, USA (2000).

Google Scholar

[3] Tai-Sheng Tung, in: Two-Dimensional Simulation and Comparison of Flow Depths around Bridge Piers in Wu River, Dep. of Civil and Hydraulic Engineering, FengChia University, Master's thesis, Taiwan (2000). (in Chinese).

Google Scholar

[4] Hao Liou and DongGuang Dao: Bridge Hydraulics, edited by People's Communications Press (1991), pp.167-184. (in Chinese).

Google Scholar

[5] Cheng Lin and Bang-Jhu Shih, in: Crossing the Bridge Set Bridge Closure Level, edited by the Directorate General of Highways, Ministry of Transportation and Communications, Commissioned Research Report, Taiwan (2004). (in Chinese).

Google Scholar

[6] Taiwan Provincial Water Resources Department: Two-Dimensional Flow and Sediment Erosion and Deposition Model User Manual, Taiwan (1998). (in Chinese).

Google Scholar

[7] Chuanyi Wang, in: The Erosion of Bridge Piers, edited by FengChia University Water Column (2009). (in Chinese).

Google Scholar