滏阳河邯郸段CODCr降解系数研究
Hebei Journal of Industrial Science & Technology（2014）
Abstract
降解系数的确定是水环境容量核算的关键因素.通过现场水团追踪实验,采用一维稳态水质模型进行参数率定;同时进行了室内模拟研究,运用最小二乘法进行回归计算,综合考虑2种方法测定结果,得到滏阳河邯郸段枯水期CODCr降解系数为0.152～0.270 d-1;平水期CODCr降解系数为0.209～0.384 d-1;丰水期CODCr降解系数为0.215～0.437 d-1.
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