高度人工化城市河流生态水位和生态流量计算方法
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TV131.4;TV213.4

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国家自然科学基金重点项目(51739002);江苏省水利科技项目(2016011);中央高校基本科研业务费专项(B200204020)


Calculation method of ecological water level and discharge in highly artificial urban river
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    摘要:

    针对高度人工化城市河流生态水位和生态流量确定方法不成熟的问题,通过分析高度人工化城市河流特征和生态功能,解析了生态水位和生态流量的内涵,从维持河流连通性、水生生物生境、水质保障、城市景观娱乐功能等维度,提出了一种考虑河流形态、河道水生生物、水质和景观娱乐为要点的实用计算方法。以南京市秦淮河为案例,计算得到了秦淮河上段、秦淮河下段、外秦淮河和秦淮新河4个河段的生态水位分别为6.8 m、6.7 m、6.3 m和6.7 m,生态流量分别为20.8 m3/s、25.8 m3/s、26.5 m3/s和19.1 m3/s;计算结果介于Tennant标准的“好”和“非常好”之间,表明计算方法合理可信。

    Abstract:

    In view of the method of determining ecological water level and ecological flow in the highly artificial urban rivers being far from mature, this paper analyzes the characteristics and ecological functions of highly artificial urban rivers, analyzes the connotation of ecological water level and ecological flow. From different perspectives of connectivity of river, aquatic habitat, water quality assurance, urban landscape entertainment function, an practical calculation method is put forward considering river morphology, river aquatic life, water quality and landscape recreation. Taking Qinhuai River in Nanjing as an example, the ecological water level of the four channels such as upper section of Qinhuai River, lower section of Qinhuai River, outer section of Qinhuai River and the new Qinhuai River, l is 6. 8m, 6. 7m, 6. 3m, 6. 7m, respectively, and their ecological flow is 20. 8 m3/s, 25. 8 m3/s, 26. 5 m3/s, 19. 1 m3/s, respectively. The calculation results are between “good” and “very good” according to the Tennant standard, showing that the calculation method is reasonable and credible.

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华祖林,董越洋,褚克坚.高度人工化城市河流生态水位和生态流量计算方法[J].水资源保护,2021,37(1):140-144.(HUA Zulin, DONG Yueyang, CHU Kejian. Calculation method of ecological water level and discharge in highly artificial urban river[J]. Water Resources Protection,2021,37(1):140-144.(in Chinese))

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  • 收稿日期:2020-08-14
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  • 在线发布日期: 2021-01-20
  • 出版日期: 2021-01-20