水文分析和峰值流量测定

K. EbissaG.
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引用次数: 3

摘要

洪峰流量的确定是水利工程的重要研究内容之一。水文设计的建议是估计该结构预计能承受的最大、平均或最小洪水,这种估计必须相当准确,以使工程能够正常运作。为了估计洪峰的震级,学术上有以下几种方法可供选择。本研究以10年最大日降雨量资料为基础进行水文分析,采用不同方法进行频率分析,采用Log Pearson III型方法,美国水土保持局(USSCS)计算的洪峰流量为1278m3 /s,由于该方法对设计洪水的估计过大,故采用坡面法计算洪峰流量。
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Hydrological Analysis and Peak Discharge Determination
Peak discharge Determination is one of the most important studies for Irrigation projects. The proposed of hydrologic design is to estimate maximum, average or minimum flood which the structure is expected to handle .This estimate has to be made quite accurately in order that the project can function properly. To estimate the magnitude of a flood peak the following alternative methods are available academically. In this study Hydrological analysis has been conducted based on 10years maximum daily rainfall data .The frequency analysis has been carried out by different methods and Log Pearson type III method is adopted .The peak discharge computed by United States Soil Conservation Service (USSCS) method is 1278m 3 /sec .Since this method over estimates the design flood, we adopt the peak discharge calculated by slope -area method.
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