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基于控制断面水质达标的秃尾河流域总量控制

Keywords: 水环境数学模型,水质,水文保证率,总量控制

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Abstract:

根据秃尾河流域水文、水质同步监测资料,构建了MIKE11一维非稳态水环境数学模型,通过模型率定验证得到:河道糙率在0.016~0.023,氨氮降解系数为0.10/d~0.24/d,COD降解系数为0.11/d~0.24/d.为保证秃尾河重要控制断面水质达标,利用模型计算了不同枯水保证率条件下重要控制断面水质状况,提出了6套研究区域项目污染物总量控制方案.计算结果表明:氨氮区域总量控制值为38.33t/a,COD区域总量控制值为102.2t/a;满足远期区域水环境质量要求,计算得到氨氮区域总量控制值为43.80t/a,COD区域总量控制值为131.4t/a.

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