辽河保护区支流河口湿地研究

Design of Tributary Estuary Wetland in Liaohe Conservation Area

  • 摘要: 针对过去几十年中支流污染及生态用水匮乏导致的辽河保护区天然湿地破坏问题,统筹考虑水利工程、生态修复、生物多样性保护等因素,提出在9条污染支流构建以表流牛轭湖湿地、坑塘湿地为主的湿地群,以实现水质良好、生态健康、景观优美河流构建。河口人工湿地面积由支流污染负荷和枯水期水量计算而定,枯水期水力负荷一般选0.01~0.1 m3/(m2?d),丰水期水力负荷一般选择0.1~1.5 m3/(m2?d),停留时间5~7 d,洪水期1 d。经过河口人工湿地后,设计出水CODCr降至50 mg/L以下,氨氮浓度降至5 mg/L以下。支流河口湿地的建设为辽河干流水环境持续改善提供了保障。

     

    Abstract: In the past decades, the natural wetlands in the Liaohe Conservation Area were destroyed due to severe branch river pollution and ecological water shortages. Considering the various influencing factors, such as water conservancy engineering, ecological restoration and biological diversity conservation, nine polluted branches were identified. A wetland system composed mainly of oxbow-lake wetland and pit-wetland were designed. Through this planning, a healthy river ecosystem including good water quality, healthy ecology and beautiful landscape can be restored. The area of estuary wetlands was calculated by the tributary pollution load and water quantity of dry season. Water hydraulic load was generally designed as 0.01-0.1 m3/(m2?d) and 0.1-1.5 m3/(m2?d) in dry season and wet season, respectively. The hydraulic retention time was designed as 5 to 7 days in normal time and 1 day in flood period. The design effluent of CODCr and ammonia nitrogen could be decreased to less than 50 mg/L and 5 mg/L respectively after passing through the estuary wetlands. The construction of Liaohe river estuary wetlands offered the opportunity for water quality improvement in Liaohe river branch.

     

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