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无资料地区暴雨洪水估算方法

无资料地区暴雨洪水估算方法

ISSN:1672-643X
2013年第24卷第2期
张乐乐    姜卉芳    吴万虎    穆振侠 ZHANG Lele, JIANG Huifang, WU Wanhu, MU Zhenxia
(新疆农业大学 水利与土木工程学院, 新疆乌鲁木齐 830052) (College of Water Conservancy and Civil Engineering,Xinjiang Agricultural University,Urumqi 830052, China) [KH*3D]

通过实地调查研究区域暴雨过后产生的冲洪沟,对暴雨洪流进行估算,划定调查位置上游产流区,根据调查冲洪沟情况采用水力学方法估算断面洪峰流量Q;根据产汇流的理论估算降水净雨量(径流系数α),再利用推理公式的方法计算集水区域的洪峰流量Q',经试算当Q'与Q值相近时,径流系数α合理,进而估算洪水总量,计算方法可行,成果比较合理,可为相似无资料地区调查暴雨洪水估算提供参考.

Through the field research on the blunt flood ditch produced after the rainstorm in research region, this article conducted the calculation of storm flood current, delimited the position of upstream runoff area. According to the flood ditch this article used the hydraulics method to estimate the section peak discharge Q, according to the theory of runoff it estimated the precipitation net rainfall (runoff coefficient α), and then used the rational formula method to calculate the peak discharge Q′ in the catchment area. When the values of Q′and Q are close, the runoff coefficient is reasonable. Then it estimated the total amount of flood. The calculation method is feasible. This method can provide reference for the similar area without data to estimate the survey heavy rains and flood.

关键词: 径流系数暴雨干旱区哈密盆地
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ISSN:1672-643X
2013年第24卷第2期

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