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台阶式泄水建筑物下平底消力池时均压强

Mean Pressure Characteristics in Stilling Basin on Stepped Spillways

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【作者】 田嘉宁赵庆范留明

【Author】 TIAN Jia-ning1,ZHAO Qing2,FAN Liu-ming1(1.Faculty of Water Resources and Hydraulic Power,Xi’an University of Technology,Xi’an 710048,China; 2.Northwest Hydroelectric Investigation,Design&Research Institute of China Power Engineering Consulting Group Co.,Xi’an 710065,China)

【机构】 西安理工大学水利水电学院中国水电顾问集团西北勘测设计研究院

【摘要】 通过水工模型试验,研究了台阶式泄水建筑物在3种坡度下平底消力池底板上的时均压强及其形成的特点。结果表明,时均压强最大值出现在水流冲击消力池底板处,位于xo/h=-0.17~1.8之间,压强水头的比值yp/hk最大可达5.4,其压强随泄槽坡度和流量的增加以及台阶高度的减小而增大;时均压强最小值出现在水流冲击处下游,位于xi/lj=0.09~0.58之间,以远驱水跃时压强最小,其值接近零,偶尔会出现很小的负值。

【Abstract】 Via the hydraulic structure model tests,this paper deals with the stilling basin floor’s mean pressure of stepped spillways and its characteristics formed in 3 kinds of gradients.The result shows that the maximum value of mean pressure appears at the place where water flow strikes the stilling basin floor,somewhere between xo/h=-0.17~1.8,and that the maximum ratio of the pressure head yp/hk can reach 5.4,whose pressure increases along with the increment of chute gradient and discharge and lowering of the step height;the minimum value of mean pressure appears at the downstream where the water flow impacts,somewhere between xi/lj=0.09~0.58,the pressure gets to its lowest when repelled downstream hydraulic jump happens,and the value is close to zero while occasionally extremely small negative values can emerge.

【基金】 陕西省教育厅基金资助项目(07JK347);西安理工大学博士基金资助项目(106-210602)
  • 【文献出处】 西安理工大学学报 ,Journal of Xi’an University of Technology , 编辑部邮箱 ,2010年03期
  • 【分类号】TV135.2
  • 【下载频次】72
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