Open-Channel Hydrodynamic Numerical Simulation of Topographically Uncharted River Based on Observational Data-Driven Method-Reference-Cited by-同舟云学术

Open-Channel Hydrodynamic Numerical Simulation of Topographically Uncharted River Based on Observational Data-Driven Method

Published:2024-01 Issue:1 Volume:150 Page:
ISSN:0733-9496
Container-title:Journal of Water Resources Planning and Management
language:en
Short-container-title:J. Water Resour. Plann. Manage.

Author:

Li Guhan¹,Lei Xiaohui²,Zhang Zhao³,Kong Lingzhong⁴,Zhu Jie⁵,Xu Ke⁶,Huang Maomiao⁷,Wang Hao²

Affiliation:

1. Ph.D. Candidate, College of Hydrology and Water Resources, Hohai Univ., Nanjing 210098, China (corresponding author).

2. Professor, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China.

3. Senior Engineer, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China.

4. Lecturer, College of Hydrology and Water Resources, Hohai Univ., Nanjing 210098, China; Ph.D. Candidate, College of Hydrology and Water Resources, Hohai Univ., Nanjing 210098, China; College of Hydraulic Science and Engineering, Yangzhou Univ., Yangzhou 225009, China.

5. College of Architecture and Civil Engineering, Beijing Univ. of Technology, Beijing 100124, China.

6. Ph.D. Candidate, College of Water Resource and Hydropower, Sichuan Univ., Chengdu 610042, China.

7. Ph.D. Candidate, College of Marine Science, Shanghai Ocean Univ., Shanghai 201306, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology,Geography, Planning and Development,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JWRMD5.WRENG-6156

Reference43 articles.

1. Global sensitivity analysis in hydrodynamic modeling and flood inundation mapping

2. Comparing TanDEM‐X Data With Frequently Used DEMs for Flood Inundation Modeling

3. A simple and robust method for identifying the distribution functions of Manning’s roughness coefficient along a natural river

4. A linked simulation–optimization model for simultaneously estimating the Manning’s surface roughness values and their parameter structures in shallow water flows

5. Simulation of water level fluctuations in a hydraulic system using a coupled liquid-gas model;Chao W.;Water,2015