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碗牛坝水电站突甩负荷过渡过程数值计算
引用本文:何文学,李茶青,申景涛.碗牛坝水电站突甩负荷过渡过程数值计算[J].西北农林科技大学学报(社会科学版),2000,28(6):145-149.
作者姓名:何文学  李茶青  申景涛
作者单位:1. 西北农林科技大学,水利与建筑工程学院,陕西,杨陵,西农校区,712100
2. 陕西省水利厅,陕西,西安,710006
摘    要:以有压管道非恒定流微分方程组为基础 ,结合碗牛坝水电站具体边界条件 ,建立了基于特征线法的描述水电站突甩负荷过渡过程的数值模型 ,全面细致地模拟出了该电站突甩负荷过渡过程中任一时刻压力管道任一断面各水力要素和机组各工况参数的瞬变规律 ,为该电站的设计及安全稳定运行提供了技术依据 ,对类似工程也有一定的参考价值。

关 键 词:有压管道  非恒定流  过渡过程  数值计算

Numerical calculation of the transients with sudden load rejection in Wanniuba Water Power Station
HE Wen-xue,LI Cha-qing,SHEN Jing-tao,FENG Jia-tao,YANG Jian-guo.Numerical calculation of the transients with sudden load rejection in Wanniuba Water Power Station[J].Journal of Northwest Sci-Tech Univ of Agr and,2000,28(6):145-149.
Authors:HE Wen-xue  LI Cha-qing  SHEN Jing-tao  FENG Jia-tao  YANG Jian-guo
Institution:1 (1 College of Water Conservancy and Architectural Engineering,Northwest Science and Technology University of Agriculture and Forestry,Yangling,Shaanxi 712100,China; 2 Water Resources
Abstract:Based on the differential equations of the transient flow in conduit under pressure and combined with the specific boundary condition of Wanniuba Water Power Station,a numerical model is constituted with characteristic method,which is used to simulate the transients of sudden load rejection in water power stations.It accurately simulates the transient rules of the hydraulic factors in the section of conduit under pressure and the operating parameters of the hydroelectric generating set.The reference on technology is given for the design and safe and steady operation.Moreover,the numerical model constituted in the paper will certainly have a reference value to similar water power stations.
Keywords:conduit under pressure  transient flow  transients  numerical calculation  
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