深圳市河流水污染治理与雨洪利用研究

Study on River Water Pollution Control and Storm Water Utilization in Shenzhen

  • 摘要: 在深圳市水污染治理已有规划研究的基础上,以三条跨界河流为例,根据饮用水源地功能和交接断面水质目标,研究通过流域产业结构调整及控制人口增长,提高污水收集率和处理率,同时采取流域径流调节、污水资源化、枯季补水增容、人工湿地系统净化、干流河道渠化与生物生态技术等一系列措施,治理河流水污染问题。利用河流水质模型QUAL-Ⅱ,对多种措施进行论证和优化,使原规划治理方案进一步得到完善。结果表明,在采取90%以上截污率截污、干流渠化和滞留塘技术、枯季补水、污水处理后不排入河流或经深度处理达GB 3838—2002《地表水环境质量标准》中Ⅲ类水质后排入河流几项措施的情况下,可同时实现河流水污染治理和雨洪资源利用的目标,彻底改善深圳市水环境质量,缓解“水资源难以为继”的约束。

     

    Abstract: Based on previous water pollution control planning and studies, three trans-boundary rivers of Shenzhen were taken as typical examples to study river water pollution control by industrial restructuring and population control, increasing sewage collection and treatment rates, and adopting a series of measures such as stream-flow regulation, sewage recovery, stream-flow supplement in dry-season, wetland construction for polluted water purification, mainstream canalization and biological and ecological water treatment technology, to satisfy the requirements for their designated function as drinking water sources and the water quality goals of the cross-border sections. QUAL-Ⅱ river model was applied to simulate the river water quality for demonstration and optimization of these measures, so as to further improve the previously planned water pollution control schemes. The results indicated that water quality and storm water utilization goals could be achieved at the cross-border sections by means of enhancing the interception and treatment rate of sewage to above 90%, canalizing the mainstream to form detention ponds, increasing stream flow in dry-season, and reusing all the effluent from sewage treatment plants or discharging the effluent into the rivers after deep treatment to comply with the Class Ⅲ standard of GB 3838-2002. By these measures, both constraints of water resource deficit and water pollution could be simultaneously relieved for Shenzhen.

     

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