摘要
哈拉吐鲁克河为缺少洪水资料地区,通过收集流域周边的参证站气象、洪水资料,运用模比系数综合频率曲线法、模数法、调蓄经验单位线法和推理公式法分别推求出河流设计洪峰流量,通过分析比较确定设计洪峰流量采用模比系数综合频率曲线法数值。
Hala Tuluke River is belonged to the area lack of flood data, fiver design flood peak discharge was calculated respec- tively in this paper by collecting basin surrounding meteorology data of bench-mark station and flood data and applying modulus coefficient synthetic frequency-response curve method, moduli calculation method, regulation and storage Experience unit hydro- graph method and Reasoning formula method. Numerical value of modulus coefficient synthetic frequency-response curve method was adopted to determine the design peak discharge through the analysis and corrlparison.
作者
王兵
WANG Bing(Shihezi Hydrological Survey Bureau of Xinjiang, Shihezi 832000, Xinjiang, Chin)
出处
《能源与节能》
2017年第6期173-175,共3页
Energy and Energy Conservation
关键词
哈拉吐鲁克河
设计洪水
计算
Hala Tuluke River
design flood peak
calculate