Discussion on “Determination of Equivalent Roughness of Bridge Piers’ Flow Resistance” by Xing Yang, Jun Qian, and Songgan Weng
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VIEW THE ORIGINAL ARTICLEAuthors: Jie Qin https://orcid.org/0000-0003-4516-6365 [email protected], Teng Wu, Dongdong Jia, and Deyu ZhongAuthor Affiliations
Publication: Journal of Hydrologic Engineering
Volume 25, Issue 7
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Acknowledgments
Financial support from the Changjiang Waterway Institute of Planning and Design (2020-L-2-001), the National Natural Science Foundation of China (51579151), the CRSRI Open Research Program (CKWV2019724/KY), and the Science and Technology Fundation of Zhejiang Provincial Department of Transport (2020015) are gratefully acknowledged.
References
Hamill, L. 1999. Bridge hydraulics. New York: E & FN Spon.
USACE, Institute for Water Resources, and Hydrologic Engineering Center. 2010. HEC-RAS River analysis system. Hydraulic reference manual. 4.1 ed. Washington, DC: USACE, Institute for Water Resources, and Hydrologic Engineering Center.
Information & Authors
Information
Published In
Journal of Hydrologic Engineering
Volume 25 • Issue 7 • July 2020
Copyright
©2020 American Society of Civil Engineers.
History
Received: Jun 21, 2019
Accepted: Jul 16, 2019
Published online: Apr 30, 2020
Published in print: Jul 1, 2020
Discussion open until: Sep 30, 2020
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Authors
Affiliations
Associate Professor, College of Harbor, Coastal and Offshore Engineering, Hohai Univ., Nanjing, Jiangsu 210098, China (corresponding author). ORCID: https://orcid.org/0000-0003-4516-6365. Email: [email protected]
Teng Wu
Associate Professor, Changjiang River Scientific Research Institute, Changjiang Water Resources Commission, Wuhan 430010, China.
Dongdong Jia
Professor, State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, China.
Deyu Zhong
Professor, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China.
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