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于 2008-06-30 发布 文件大小:96KB
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说明:  针对小流域设计洪水计算中,采用推理公式求解洪峰流量Qm及汇流时间τ的方法繁琐,查算精度较低等问题,提出用牛顿迭代法求解,该方法较原图解试算法收敛快,迭代次数少,计算速度快,精度可靠。计算实例表明,用简单迭代法与牛顿迭代法计算设计洪峰流量,其结果与图解试算法完全一致。()

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