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Abstract:
根据实测雨强记录,用最小二乘法为准则的高斯—牛顿迭代法直接求解暴雨公式的参数,算法简单,可以减少计算误差,提高参数的精度。1问题的提出短历时暴雨强度公式是城市排水设计中推求雨水量的公式,常用的型式为:i=A(t+b)n(1)式中n———暴雨衰减指数b...
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中国给水排水
Year: 1999
Issue: 07
Page: 33-34
Cited Count:
SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count:
Chinese Cited Count:
30 Days PV: 5
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