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植物种类和入塘流量对塘堰湿地净化效果和水力性能的影响

The Effects of Plant Species and Inlet Flow Rate on the Treatment Performance and Hydraulic Performance of Pond Wetlands

  • 摘要: 塘堰湿地在我国南方灌区分布广泛,合理的湿地设计有利于提高其综合效益的发挥。以大理市洱海流域为典型区域,通过开展静态、动态去除试验及示踪试验,分析了植物种类(水葱、再力花、梭鱼草)和入塘流量(4、11 m3/h)对塘堰湿地净化效果和水力性能的影响。结果表明:(1)梭鱼草湿地的氮磷净化效果优于水葱湿地,优于再力花湿地;水葱湿地的水力性能优于梭鱼草湿地,优于再力花湿地;综合净化效果和水力性能,水葱优于梭鱼草,优于再力花。(2)入塘流量从11 m3/h减小到4 m3/h时,湿地的总氮去除率从17.8%增加到32.7%,总磷去除率从19.9%增加到28.6%,有效容积率从0.60增加到0.77,莫里尔离散指数从3.12增加到3.59,净化效果和水力性能提高,水流的短路情况减少,但混合程度增加。(3)湿地前半部分的氮磷去除率占整体的65%~87%,有效容积率在0.85以上,净化效果和水力性能优于湿地整体。

     

    Abstract: Pond wetlands are widely distributed in the southern irrigation areas in China, and a reasonable wetland design is beneficial to improving their comprehensive benefits. This paper analyzes the effects of plant species(Schoenoplectustabernaemontani, Thalia dealbata, Pontederia cordata) and inlet flow rate(4 m~3/h and 11 m~3/h) on the treatment performance and hydraulic performance of pond wetlands through static and dynamic removal tests and tracer tests in the Erhai watershed of Dali City as a typical area. The results show that:(1) The nitrogen and phosphorus treatment performance of Pontederia cordata wetland is better than that of Schoenoplectustabernaemontani wetland, and better than that of Thalia dealbata wetland; the hydraulic performance of Schoenoplectustabernaemontani wetland is better than that of Pontederia cordata wetland, and better than that of Thalia dealbata wetland; the combined treatment performance and hydraulic performance of Schoenoplectustabernaemontani is better than that of Pontederia cordata, and better than that of Thalia dealbata.(2) When the inlet flow rate is reduced from 11 m3/h to 4 m3/h, the total nitrogen removal rate of the wetland increases from 17.8% to 32.7%, the total phosphorus removal rate increases from 19.9% to 28.6%, the effective volume ratio increases from 0.60 to 0.77, the Morrill dispersion index increases from 3.12 to 3.59. It indicates that the treatment performance and hydraulic performance of the wetland are improved, and the short-circuiting of water flow is reduced, but the degree of mixing has been increased.(3) The pollutant removal rate of the first half of the wetland accounts for 65% to 87% of the overall, and the effective volume rate is above 0.85, with better treatment performance and hydraulic performance than the wetland as a whole.

     

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