长江科学院院报 ›› 2019, Vol. 36 ›› Issue (7): 7-13.DOI: 10.11988/ckyyb.20171431

• 江湖泥沙与治理 • 上一篇    下一篇

不同整治工程条件下赣江尾闾河网水流特性试验研究

许新发1, 黄志文1, 周苏芬1, 邬年华1, 唐立模2   

  1. 1.江西省水利科学研究院, 南昌 330029;
    2.河海大学 水利水电学院, 南京 210098
  • 收稿日期:2017-12-12 出版日期:2019-07-01 发布日期:2019-07-18
  • 通讯作者: 黄志文(1979-),男,江西进贤人,高级工程师,硕士,主要从事水力学及河流动力学相关科研工作。E-mail:zw_huang626@163.com
  • 作者简介:许新发(1965-),男,江西会昌人,教授级高级工程师,博士,主要从事水文水资源研究工作。E-mail:xuxinfa3893@163.com
  • 基金资助:
    国家重点研发计划项目(2017YFC0405306)

Effects of Regulation Projects on Flow Characteristics in Tail Channels of Ganjiang River

XU Xin-fa1, HUANG Zhi-wen1, ZHOU Su-fen1, WU Nian-hua1, TANG Li-mo2   

  1. 1.Jiangxi Provincial Institute of Water Sciences, Nanchang 330029, China;
    2.College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China
  • Received:2017-12-12 Published:2019-07-01 Online:2019-07-18

摘要: 赣江尾闾为冲积性多级分汊型河道,分为西河、东河。西河在裘家洲头,分西支和北支;东河在杨子洲头,分中支和南支。近年来人类各类活动使得赣江尾闾水文情势发生根本变化,对下游水资源利用、水生态环境等带来一系列影响。为了研究赣江尾闾综合整治工程对河段水流特性的影响,采用物理模型试验,重点分析了赣江尾闾河道在不同整治方案下的洪水位、分流比、流速分布等对河网河势的影响。试验结果表明:赣江尾闾北支控堵整治方案对各支沿程洪水位、分流比、流速分布影响较大;而南支疏浚、四支建闸的影响较小,南支疏浚后对工程河段内流速分布的影响主要在于主流线向左岸偏移,而对断面最大流速的影响较小。试验成果对优化整治工程方案具有重要参考作用。

关键词: 河道整治工程, 河网, 水流特性, 分流比, 流速分布, 模型试验, 赣江尾闾

Abstract: As alluvial bifurcate channels, the tail channels of Ganjiang River are divided into West River and East River, of which the former evolved into west branch and north branch and the latter developed into middle branch and south branch. In recent years, human activities has fundamentally changed the hydrologic regime of the tail reaches of Ganjiang River, hence affecting the water resources utilization and water eco-environment in the downstream. In the purpose of investigating the effects of regulating projects, we examine the influences of flood level, water diversion ratio, and flow velocity distribution on the river regime in the presence of different regulating projects via physical model test. Test results verify that controlled blocking project in the north branch has apparent effect on the flood level, water diversion ratio, and flow velocity distribution in each branch, whereas dredging in the south branch and building sluices in the four branches have slight impact. Dredging in the south ranch mainly results in the shift of major streamline towards the left bank, while has little impact on sectional maximum flow velocity. The test results offer reference for the optimization of the regulation projects.

Key words: channel regulation project, river network, flow characteristics, water diversion ratio, flow velocity distribution, model experiment, tail channels of Ganjiang River

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