Technical Papers
Jul 15, 2016

Multiprofile Discharge Estimation in the Tidal Reach of Yangtze Estuary

Publication: Journal of Hydraulic Engineering
Volume 142, Issue 12

Abstract

With the advent of acoustic Doppler current profiler (ADCP), the velocity profile method or index velocity method based on a single profile or a fixed-depth cell has been recommended for estimating discharge in tidal reaches. However, in large tidal reaches with a width of nearly 6 km and cross-sectional variability of flow, such as Yangtze Estuary, these methods are not accurate enough for the discharge estimation. Therefore, an improved method named the multiprofile method, is proposed in this paper. The method includes four main steps: (1) calculating the cross-sectional area A with stage data by considering the transverse slope; (2) calculating the depth-mean velocity u at each fixed ADCP; (3) establishing the uU model with the multiprofile us and estimating the cross-sectional mean velocity U; (4) estimating the final discharge through U multiplied by A. The proposed method was tested at the Xuliujing section of the Yangtze Estuary. The result shows that the multiprofile method averagely improves the accuracy by approximately 5.8% relative to the single-profile method in the discharge estimation, which proves the proposed method to be valid in the discharge estimation of large tidal reach.

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Acknowledgments

The authors are grateful to the Yangtze Estuary Hydrology and Water Resources Survey Bureau for their generosity in providing valuable observation data. This work would also not have been possible without the funding support of the Natural Science Foundation of China (NSFC) (coded by 41176068, 41376109, and 41576107), Key Laboratory for Digital Land and Resources of Jiangxi Province, East China University of Technology (coded by DLLJ201618), Research Funding of East China University of Technology (coded by DHBK2015312), and Research Foundation of Education Bureau of Jiangxi Province (code by GJJ150559).

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 142Issue 12December 2016

History

Received: Oct 14, 2015
Accepted: Apr 28, 2016
Published online: Jul 15, 2016
Published in print: Dec 1, 2016
Discussion open until: Dec 15, 2016

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Authors

Affiliations

Jianhu Zhao [email protected]
Professor of Surveying, School of Geodesy and Geomatics, Wuhan Univ., 129 Luoyu Rd., Wuhan 430079, China. E-mail: [email protected]
Zhigao Chen [email protected]
Doctor of Hydraulic Engineering, Faculty of Geomatics, East China Univ. of Technology, Nanchang 330013, China; Key Laboratory of Watershed Ecology and Geographical Environment Monitoring, NASG, 418 Guanglan Rd., Nanchang 330013, China; Key Laboratory for Digital Land and Resources of Jiangxi Province, East China Univ. of Technology, Nanchang 330013, China (corresponding author). E-mail: [email protected]
Hongmei Zhang [email protected]
Professor of Automation, School of Power and Mechanical Engineering, Wuhan Univ., 8 South Donghu Rd., Wuhan 430072, China. E-mail: [email protected]
Zhenxiang Wang [email protected]
Senior Engineer of Hydraulics, Yangtze Estuary Hydrology and Water Resources Survey Bureau, Shanghai 200136, China. E-mail: [email protected]

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