摘要
以二广高速公路西岸东陂河大桥"13.8"洪水调查和洞冠水黄麖塘水文站"14.5"洪水调查为例,论述暴雨资料计算设计洪水方法在1 000 km^2以下河流洪水调查中洪峰流量推求的应用。结果表明,采用暴雨资料计算设计洪水方法与水力学方法和水文站实测流量推算的成果相差不大,具有一定推广价值。
With Erguang Expressway west shore Dongpi River Bridge ＂13.8＂ flood investigation and Dongguanshui Huangjingtang hydrological station ＂14. 5＂ flood investigation as examples, application of flood investigation design flood calculation method of rainfall data to the peak discharge calculation below 1000 km^2 River has been discussed. The results show that there is few differences of the results calculated by design flood method and hydraulic method and hydrological station measured flow rate, and design flood method is worth wide application.
出处
《广东水利水电》
2016年第4期12-14,共3页
Guangdong Water Resources and Hydropower
