| 利用FORTRAN编程进行水闸泄流计算应用 |
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| 引用本文： | 王锋.利用FORTRAN编程进行水闸泄流计算应用[J].中国水能及电气化,2011(3):48-51. |
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| 作者姓名： | 王锋 |
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| 作者单位： | 中国水电顾问集团成都院,成都,610072 |
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| 摘 要： | 某一等枢纽工程设计洪水、校核洪水洪峰流量分别为59700m3/s、67100m3/s,峰高量大。为满足工程运行要求,泄水建筑物共设置了15孔泄洪闸、5孔冲砂闸和1孔围堰改闸。水闸堰型均采用宽顶堰,孔宽不同,堰顶高程各异。现有泄流计算程序多针对单一堰顶高程设计,本工程并不适用。多闸孔、多堰高组合水闸泄流计算是一件繁琐的工作,利用Fortran编写的小程序计算给实际应用带来了极大便利。本文介绍了程序编写的具体过程,并结合具体工程应用实例对程序进行了验证。
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| 关 键 词： | Fortran 泄流计算 |
Calculation of Water Gate Leakage Flow through FORTRAN Programming |
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| WANG Feng.Calculation of Water Gate Leakage Flow through FORTRAN Programming[J].China Hydropower & Electrification,2011(3):48-51. |
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| Authors: | WANG Feng |
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| Affiliation: | WANG Feng (Chengdu Institute of China Hydropower Engineering Consulting Group Corporation,Chengdu 6100728,China) |
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| Abstract: | One level I hinge project designed flood and checked flood peak flow capacities are respectively 59700 m3/s and 67100 m3/s, and the peaks are high with large volume. In order to meet requirements of project operation, the water leakage buildings are provided with 15 hole flood discharge gates, 5 hole scouring sluice gates and 1 hole cofferdam changing gate. The water gate dam shape has wide top dams with different hole widths and various dam top elevations. Existing leakage flow calculation programs are exc... |
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| Keywords: | Fortran |
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