王庄闸加固工程断面模型试验研究  

EXPERIMENTAL STUDY ON THE MODEL TEST OF WANGZHUANG CHECK

作　　者：奚斌[1] 周济人[1] 成立[1] 陆林广[1] 

机构地区：[1]扬州大学水利与建筑工程学院水利水电工程系,江苏扬州225009

出　　处：《扬州大学学报（自然科学版）》2003年第2期70-74,共5页Journal of Yangzhou University：Natural Science Edition

基　　金：徐州市水利局委托项目

摘　　要：结合总沭河王庄闸加固工程断面模型对橡胶坝下消力池的相关要素进行了试验研究 ,提出了一种可行方法 ,并得到可供工程应用的研究结果 .橡胶坝下消力池的设计涉及的影响因素很多 ,目前尚无成熟的理论方法解决这一问题 .该成果不仅为总沭河王庄闸加固工程提供了必要的依据 ,而且对开展同类问题的研究具有一定参考价值 .The design of a downstream stilling basin of the flexible dam is affected by many factors, and there is lack of mature theory or method to solve the problem. The experimental study was carried out on the relative factors of flexible dam downstream the stilling basin combining with the model test of Wangzhuang Check. A practicable method was put forward to solve the problem and some research results were obtained which could be applied to the engineering practice. The results not only offere necessary grounds for the design of Wangzhuang Check reinforce project, but also supply references to the other similar research work.

关 键 词：橡胶坝 消力池 模型试验 

分 类 号：TV131.6[水利工程—水力学及河流动力学]