raybet体育在线 院报 ›› 2025, Vol. 42 ›› Issue (6): 29-35.DOI: 10.11988/ckyyb.20240161

• 水资源 • 上一篇    下一篇

基于水质水量耦合模型的南涑河水资源调度模拟分析

侯祥东(), 赵香玲   

  1. 山东省海河淮河小清河流域水利管理服务中心,济南 250100
  • 收稿日期:2024-02-23 修回日期:2024-04-17 出版日期:2025-06-01 发布日期:2025-06-01
  • 作者简介:

    侯祥东(1976-),男,山东济宁人,高级工程师,硕士,研究方向为水利工程建设管理工作。E-mail:

  • 基金资助:
    山东省流域中心重点科研课题(PCTXPQ-KY202002)

Simulation Analysis of Water Resource Scheduling in Nansu River Based on Coupled Water Quality-Quantity Model

HOU Xiang-dong(), ZHAO Xiang-ling   

  1. Haihe River, Huaihe River, Xiaoqinghe River Basin Water Conservancy Management and Service Center of Shandong Province, Jinan 250100, China
  • Received:2024-02-23 Revised:2024-04-17 Published:2025-06-01 Online:2025-06-01

摘要:

南涑河是淮河流域一条重要的城市河流,对其开展水质水量研究并通过合理调度改善水环境,对保障水生态环境健康、提高当地人民群众幸福指数具有重要意义。选取南涑河流域为研究区域,以主要污染物COD、NH3-N为水环境评价指标,基于MIKE11软件构建一维水质水量耦合模型,分析汛期、非汛期水环境容量的动态变化及不同调度方案下南涑河的水质变化,寻找最佳调度方案。结果表明:南涑河的主要污染物COD、NH3-N浓度在Ⅰ—Ⅴ类之间波动,汛期水质发生显著恶化,COD、NH3-N的水环境容量在汛期达到峰值。基于控制支流污水汇入和增大干流流量的水质改善方法共提出7种调度方案。对比发现藕蒲沟支流汇入是干流水质恶化的主要原因,因此,推荐改善水质的最佳调度方案为增大干流流量并关闭藕蒲沟支流的闸阀,阻止污染物汇入干流。构建的一维水质水量耦合模型符合南涑河的实际情况,能够用于南涑河水环境研究,提出的调度方案可切实有效改善南涑河水质,保障水生态环境健康。

关键词: 水资源调度, 水质水量耦合模型, MIKE11, 水环境容量, 生态调度, 南涑河

Abstract:

[Objectives] With the socioeconomic development, conflicts among the population, water resources, and the environment have become increasingly prominent. Conducting research on water quality and quantity in rivers that flow through urban areas and serve functions such as water supply and irrigation, and implementing rational scheduling, is of significance for ensuring a healthy aquatic ecosystem and enhancing the well-being of local residents. [Methods] The Nansu River Basin was selected as the research area. A one-dimensional hydrodynamic-water environment coupled MIKE11 model was constructed, utilizing chemical oxygen demand (COD) and ammonia nitrogen (NH3-N) as key indicators. The external boundary conditions for the hydrodynamic module were defined by upstream inflow and downstream outflow, with observed hydrological data serving as model inputs. For the water environment module, the boundary conditions were established based on the water environmental characteristics at the river boundaries and pollutant discharge data entering the river. [Results] The water environmental capacity (WEC) refers to the maximum permissible pollutant load that a water body can assimilate per unit time under specified water domain boundaries, hydrological conditions, regulated sewage discharge modes, and predefined water quality targets. The monthly average WEC for COD and NH3-N showed a consistent pattern, with the highest capacity observed during the high-flow season, followed by the normal-flow season, and the lowest during the low-flow season. Water quality in the Nansu River deteriorated rapidly during the early flood season. To improve water quality, seven scheduling schemes were proposed by addressing two key aspects: controlling pollutant inflow from tributaries and increasing mainstream flow. [Conclusions] Improving water quality requires intervention in two primary areas: controlling pollutant inflow from tributaries and increasing the flow of the main stream. Based on the actual conditions of the basin and a comparison of seven regulation schemes, the Oupugou tributary is identified as the primary source of pollution affecting the mainstream. While both approaches—pollutant inflow control and mainstream flow increase—can achieve water quality improvement, the effect of pollution control is more significant than that of flow regulation. According to the comparative analysis of the scheduling schemes, the optimal scheme for improving water quality is to close the sluice gates of the Oupugou tributary to prevent pollutant inflow, and to moderately regulate water flow to further improve water quality.

Key words: water resources scheduling, water quality and quantity coupling model, MIKE11, water environmental capacity, ecological scheduling, Nansu River

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