检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:韩福涛[1] 王桂生[1] 徐杰 杨中[1] 冯治刚[1] HAN Futao;WANG Guisheng;XU Jie;YANG Zhong;FENG Zhigang(China Water Huaihe Planning Design and Research Co.,Ltd.,Hefei 230601,Anhui,China)
机构地区:[1]中水淮河规划设计研究有限公司
出 处:《水利水电技术》2019年第6期120-127,共8页Water Resources and Hydropower Engineering
摘 要:由于出山店水库下游河床水位低且水深变幅较大,能量较为集中,对下游冲刷严重,传统消能方式很难满足工程需求。本文结合出山店混凝土坝下消能防冲实验研究成果,对宽尾墩的水流特点、掺气特征、消能效果等进行了探讨,再通过数值模拟得出的水面线计算成果与实验结果吻合良好。最后,经过模型试验、数值模拟的结果进行比选,得出溢流表孔采用底流消能同时联合T型墩、非完全宽尾墩等辅助消能方式的消能率有所提高,消能效果提升明显。本研究可为类似的低水头、大单宽流量、低佛劳德数水库消能设计与试验研究提供参考。Due to the lower water level and larger changing amplitude of water depth of the downstream river bed of Chushandian Reservoir,more concentrated energy is there along with serious downstream erosion,thus the conventional energy dissipation modesare difficult to meet the engineering requirement of the project.In combination with the achievements from the study on the experiment of energy dissipation and erosion control made under the concrete dam of Chushandian Reservoir,the flow characteristics,aeration characteristics and energy dissipation effect of flaring gate pier are discussed herein,and then it is obtained from the relevant numerical simulation that the calculation result of the water surface line is better coincided with that from experiment.Finally,through the comparison between the results from both the model experiment and the numerical simulation,it is obtained that the energy dissipation rate can be enhanced to a certain extent by means of combining the mode of bottom-flow energy dissipation with the auxiliary energy dissipation modes of T-shaped pier,incomplete flaring gate pier,etc.for the surface-overflow outlet,from which the energy dissipation effect is obviously enhanced.This study can provide a reference for the energy dissipation design and the relevant experimental study of the similar reservoir with low water head,large unit discharge and low Froude number.
关 键 词:出山店水库 水头 单宽流量 佛劳德数 底流消能 非完全宽尾墩
分 类 号:TV653[水利工程—水利水电工程]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.23