Chi Hong-Fu
School of Navigation, Zhejiang Ocean University, Zhoushan, 316021, Zhejiang, China
Wang Yuan-Jiao
School of Navigation, Zhejiang Ocean University, Zhoushan, 316021, Zhejiang, China
ABSTRACT
Bridge construction can promote economic development but if the bridge layout is unreasonable, it would hinder ships safety navigation in the bridge area. There is little reference for fairway width design about curved bridge channel in 〈〈inland river navigation standards〉〉 of China. In this study, a fairway width design method in curved bridge channel was put forward by taking into account the scope of turbulent scope of pier, ships track width, drifting distance due to wind, drifting distance due to current, the scope of ships safety field and additional width in curved channel. The fairway width design concept for curved bridge channel presented in this studyit may provide reference for bridge design and other fairway layout.
PDF References Citation
How to cite this article
Chi Hong-Fu and Wang Yuan-Jiao, 2013. Research on Fairway Width Design in Curved Bridge Waters Channel. Information Technology Journal, 12: 5677-5680.
DOI: 10.3923/itj.2013.5677.5680
URL: https://scialert.net/abstract/?doi=itj.2013.5677.5680
DOI: 10.3923/itj.2013.5677.5680
URL: https://scialert.net/abstract/?doi=itj.2013.5677.5680
REFERENCES
- Hu, X.Y., X.X. Shen and L.C. Huang, 2002. Investigation on regulation method of oblique flow in bifurcation region of braided reach. J. Yangtze River Scient. Res. Inst., 19: 15-17.
Direct Link - Raudkivi, A.J., 1986. Functional trends of scour at bridge piers. J. Hydraulic Eng., 112: 1-13.
CrossRef - Zhuang, Y., 2007. Experimental study on turbulent width around bridge pier. J. Southwest Jiaotong Univ. (English Edn.), 15: 45-48.
Direct Link