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Flush Rules and Initial Flush Analysis of Cement Concrete Pavement

机译:水泥混凝土路面的冲洗规则和初期冲洗分析

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Road runoff was the chief factor to water body pollution.According to the cement concrete pavement flush evaluated by artificial rainfall model,this experiment indicated that the runoff coefficient of cement concrete pavement was 0.85,the flush coefficient of dissolvable pollutant of road runoff flush model k was 0.082,and the flush coefficient of indissolvable pollutant of road runoff flush model k was 0.057.With the increasing cumulate runoff ratio,the initial flush coefficient kn was decreasing.The 90% emission of dissolvable pollutant and 30% emission of indissolvable pollutant were removed by 30% runoff.
机译:道路径流是造成水体污染的主要因素。根据人工降雨模型对水泥混凝土路面冲刷进行评价,该实验表明水泥混凝土路面的径流系数为0.85,道路径流冲洗模型中可溶污染物的冲洗系数为k。为0.082,道路径流冲刷模型k中难溶污染物的冲刷系数为0.057。随着累积径流比的增加,初始冲刷系数kn减小,可溶污染物的90%排放和不可溶污染物的30%排放被去除径流增加百分之三十

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