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平原河网区闸控河段入河排污口水环境影响分析及优化调度方案研究
引用本文:胡琦玉,杨道军. 平原河网区闸控河段入河排污口水环境影响分析及优化调度方案研究[J]. 水电能源科学, 2021, 39(1): 63-66
作者姓名:胡琦玉  杨道军
作者单位:南京大学环境规划设计研究院有限公司,江苏南京210093;南京大学环境规划设计研究院有限公司,江苏南京210093
摘    要:受闸控影响,平原河网地区闸控河段水体流向不定,入河排污口排水不仅会对下游水体产生影响,也会一定程度地影响闸前乃至上游关联水体的水质.为此,选取苏南地区张家港市走马塘上某新建入河排污口为例,利用一维河网水量水质模型分别模拟拟建入河排污口尾水排放在张家港枢纽立交地涵现状运行工况和优化控制工况下对上游河网地区保护目标的水环境...

关 键 词:闸控河段  一维河网水量水质模型  入河排污口  优化调度

Study on Environmental Impact Analysis and Optimal Operation Scheme of Sewage Outfall in Gate Controlled Reach of Plain River Network Area
HU Qi-yu,YANG Dao-jun. Study on Environmental Impact Analysis and Optimal Operation Scheme of Sewage Outfall in Gate Controlled Reach of Plain River Network Area[J]. International Journal Hydroelectric Energy, 2021, 39(1): 63-66
Authors:HU Qi-yu  YANG Dao-jun
Affiliation:(Academy of Environmental Planning&Design Co.Ltd.,Nanjing University,Nanjing 210093,China)
Abstract:Under the influence of gate control,the flow direction of water body in the gate controlled reach of plain river network area is uncertain.The discharge from the discharge outlet into the river will not only affect the downstream water body,but also affect the water quality of the associated water body in front of the gate and even in the upstream to a certain extent.This paper selected a new sewage outlet as research object,which is in Zhangjiagang City,Southern Jiangsu Province and located on River Zoumatang.One-dimensional river network water quantity and quality model was used to simulate the water environment impact on the protection target of the upstream river network area under the current operation condition and optimal control condition of the proposed outlet tail water discharge in Zhangjiagang junction overpass culvert.By comparing the calculation results of various schemes,optimal scheduling scheme was proposed based on the point of view of avoiding the impact on the protection target,which provided technical guidance for decision-making departments.
Keywords:sluice control section  one-dimensional water quantity and quality model of river network  sewage outlet  optimal dispatching
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