NDLI: Investigation of accelerating erosion for bridge construction and its scour protection: 2D unsteady flow simulations for Taitung Bridge in Taiwan as case study

Content Provider	IEEE Xplore Digital Library
Author	Kuei-Hsiang Cheng Chih-Hsien Lin Wen-Kuang Teng Cheng Chao
Copyright Year	2011
Description	Author affiliation: Department Of Civil Engineering, Kao Yuan University, Luzhu Dist., Kaohsiung City 821, Taiwan (R.O.C.) (Kuei-Hsiang Cheng; Wen-Kuang Teng; Cheng Chao) \|\| Third District Maintenance Construction Office, Directorate General of Highways, M.O.T.C. Chaochou Dist., Pingtong City, Taiwan(R.O.C.) (Chih-Hsien Lin)
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 scour protection on the main deep trough of Taitung Bridge in 100 years return flood peak flow, on the downstream BeiNan River in Taiwan as case study, thus, providing reliable information and references for bridge engineers.
Starting Page	5316
Ending Page	5319
File Size	829075
Page Count	4
File Format	PDF
ISBN	9781424481620
e-ISBN	9781424481651
DOI	10.1109/ICECENG.2011.6058488
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-09-16
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Bridges SMS-2D Bridge consctruction Accelerating erosion Materials Cities and towns Educational institutions Scour protection Acceleration Water resources Civil engineering
Content Type	Text
Resource Type	Article

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