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ORIGINAL RESEARCH article

Front. Water

Sec. Water and Built Environment

Volume 7 - 2025 | doi: 10.3389/frwa.2025.1676582

Impacts of navigable flow conditions at the confluence of main and tributary streams of a cross-basin canal with high drop geomorphology - A case study of the confluence section of Qinjiang River in Pinglu Canal

Provisionally accepted
Linfeng  HanLinfeng Han*Ling  ChengLing ChengTao  YuTao YuShengfa  YangShengfa YangJunhui  HeJunhui He
  • Chongqing Jiaotong University, Nan'an District, China

The final, formatted version of the article will be published soon.

The Pinglu Canal is a cross-basin canal project. The Qinjiang River, serving as a vital tributary of the Pinglu Canal, exhibits a significant elevation differential between its riverbed and the canal bed. This geomorphological disparity exerts a substantial influence on both hydraulic dynamics and navigational parameters within the confluence zone. This study investigates the effects of hydrodynamic conditions—specifically, flow velocity characteristics, lateral velocity distribution, and flow regime—at the confluence section of the tributary of the Qinjiang River. The aim is to ensure navigational safety in the connecting segment of the tributary inflow. Through a 1:50 scale river engineering model experiment, systematic optimization and comparative analyses are conducted using iterative combinations of energy dissipation configurations. This approach aims to address the identified deficiencies related to elevated transverse flow velocities and unstable hydrodynamic patterns in the preliminary design. Subsequent validation through a 1:100 scale undistorted physical model quantitatively confirms the recommended scheme's efficacy in sediment flux interception at tributary confluences. The findings demonstrate that the implementation of stepped stilling basins and sedimentation basins in the confluent reach of the Qinjiang tributary achieves superior remediation efficacy. This engineering configuration enhances navigational flow conditions within the canal while concurrently provides substantial sediment interception capacity for the tributary. These results offer valuable insights for analogous confluence rehabilitation projects in fluvial systems.

Keywords: Pinglu Canal, Navigational flow conditions, Energy dissipation facilities, Model Test, Sedimentretention

Received: 13 Aug 2025; Accepted: 15 Sep 2025.

Copyright: © 2025 Han, Cheng, Yu, Yang and He. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

* Correspondence: Linfeng Han, linf_han@163.com

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