摘要
以P-Ⅲ型线型分布,采用蒙特卡罗模拟法,推求新安江率水河大桥工程设计流量,经与其他计算方法比较,成果合理,为有效的工程设计洪水方法之一。
Based on P-Ⅲ type, Monte Carlo method was used to calculate design discharge for the Shuaishui Bridge on the Xinanjiang River. The comparison with other calculation methods show that the result is reasonable and it is one of the valid methods.
出处
《水文》
CSCD
北大核心
2011年第6期70-75,43,共7页
Journal of China Hydrology