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闸下应用废旧轮胎消能防冲的三维数学模型建立

时间:2022-04-15 08:45:32 浏览次数:

基础。

参考文献(References):

[1] 牟献友,文恒.废旧轮胎在闸下消能防冲中的应用[J].水利水电科技进展,2007,27(3):64-66.(MOU Xian-you,WEN Heng.Application of scrap tires in energy dissipation and erosion control under sluice[J].Advances in Science and Technology of Water Resources,2007,27(3):64-66.(in Chinese))

[2] 史国庆,文恒,牟献友.闸下海漫柔性加糙体消能防冲机理试验[J].水利水电科技进展,2011,31(5):49-52(SHI Guo-qing,WEN Heng,MOU Xian-you.Experiment research on the functional mechanics of apron carriers in energy dissipation and erosion control under sluice[J].Advances in Science and Technology of Water Resources,2011,31(5):49-52.(in Chinese))

[3] 史国庆,文恒,牟献友,等.闸下应用废旧轮胎消能防冲的水流紊动特性[J].人民黄河,2011,33(10):110-112.(SHI Guo-qing,WEN Heng,MOU Xian-you,et al.The turbulence characteristics of flow used scrap tires for energy dissipation and erosion control under sluice[J].Yellow River,2011,33(10):110-112.(in Chinese))

[4] 李晓俊,袁寿其,潘中永,等.基于结构化网格的离心泵全流场数值模拟[J].农业机械学报,2013,44(7):50-54.(LI Xiao-jun,YUAN Shou-qi,PAN Zhong-yong,et al.Numerical simulation of whole flow field for centrifugal pump with structured grid[J].Transactions of the Chinese Society for Agricultural Machinery,2013,44(7):50-54.(in Chinese))

[5] 金瑾,刘焕芳,陆杨.肯斯瓦特水利枢纽溢洪道流场的数值模拟研究[J].人民黄河,2014,36(11):104-106.(JIN Jin,LIU Huan-fang,LU Yang.Numerical simulation of the spillway flow field of Kensiwate hydraulic project[J].Yellow River,2014,36(2):104-106.(in Chinese))

[6] 木克然·阿娃,阿力甫江·阿不里米提,木拉提·玉赛音,等.阿拉沟水库溢洪道流场数值模拟[J].水利与建筑工程学报,2014,12(2):38-43.(MUKERAN·Awa,ALIFUJIANG·Abulimiti,MULATI·Yusaiyin,et al.Numerical simulation for flow field of Alagou reservoir spillway[J].Journal of Water Resources and Architectural Engineering,2014,12(2):38-43.(in Chinese))

[7] 张生昌,张玉林,方志明,等.基于CFD的球阀三维流场数值模拟[J].排灌机械工程学报,2013,12(2):157-161.(ZHANG Sheng-chang,ZHANG Yu-lin,FANG Zhi-ming,et al.3D flow numerical simulation of ball valve based on CFD[J].Journal of Drainage and Irrigation Machinery Engineering,2013,12(2):157-161.(in Chinese))

[8] 冯俊,郑源.基于CFD的轴流泵三维湍流数值模拟[J].流体机械,2012,40(11):33-37.(FENG Jun,ZHENG Yuan.Three-dimensional viscous numerical simulation of axial-flow pump based on CFD[J].Fluid Machinery,2012,40(11):157-161.(in Chinese))

[9] 程正飞,王晓玲,吕鹏,等.基于 VOF 法的碾压混凝土坝自由渗流场数值模拟[J].水利学报,2015,46(5):558-566.(CHENG Zheng-fei,WANG Xiao-ling,LV Peng,et al.Numerical simulation of free seepage in RCC dams based on VOF method[J].Journal of Hydraulic Engineering,2015,46(5):558-566.(in Chinese))

[10] 王康,马长明.基于Fluent的泵站吸水池三维数值模拟[J].人民黄河,2015,37(4):112-118.(WANG Kang,MA Chang-ming.Three-Dimensional numerical simulation for pumping station intake basin based on Fluent[J].Yellow River,2015,37(4):112-118.(in Chinese))

[11] 李利荣.自动滚筒闸门水力学特性的试验研究与数值模拟[D].呼和浩特:内蒙古农业大学,2009.(LI Li-rong.Experimental research and numerical simulation on hydraulic characteristic of hydraulic automatic rolling gate[D].Hohhot :Inner Mongolia Agricultural University,2009.(in Chinese))

[12] 刘英,王文娥,胡笑涛,等.U形渠道圆头量水柱测流影响因素试验及模拟[J].农业工程学报,2014,30(19):97-106.

LIU Ying,WANG Wen-e,HU Xiao-tao,et al.Experiment and simulation of factors affecting flow measurement of water-measuring column with round head in U-shaped channel[J].Transactions of The Chinese Society of Agricultural Engineering,2014,30(19):97-106.(in Chinese))

[13] 华富刚,秦柳燕.水电站调压室内三维湍流场数值模拟[J].水利水电科技进展,2007,27(5):47-49.(HUA Fu-gang,QIN Liu-yan.Numerical simulation of 3D turbulent flow in surge tanks of hydropower stations[J].Advances in Science and Technology of Water Resources,2007,27(5):47-49.(in Chinese))

[14] 李利荣,王福军,文恒,等.水力自动滚筒闸门水动力特性数值模拟[J].水利学报,2010,41(1):30-36.(LI Li-rong,WANG Fu-jun,WEN Heng,et al.Numerical analysis of hydrodynamics for hydro-automatic roller gate[J].Journal of Hydraulic Engineering,2010,41(1):30-36.(in Chinese))

[15] 翟孟斌,鞠伟,丁珏,等.青草沙水库闸下海漫段加糙体消能效应的数值模拟[J].水利水电科技进展,2013,33(3):50-53.(ZHAI Meng-bin,JV Wei,DING Jue,et al.Numerical simulation of energy dissipation effects of aprons for sluices of Qingcaosha Reservoir[J].Advances in Science and Technology of Water Resources,2013,33(3):50-53.(in Chinese))

[16] 郭傲辉,曾永忠,刘小兵,等.离心泵内部流场的数值模拟研究[J].人民长江,2013,44(23):86-88.(GUO Ao-hui,ZENG Yong-zhong,LIU Xiao-bing,et al.The numerical simulation of inner flow field of centrifugal pump[J].Yangtze River,2013,44(23):86-88.(in Chinese))

[17] 蔡倩雯,蔡付林,王蓉蓉.抽水蓄能电站上库侧式进/出水口数值模拟[J].水电能源科学,2014,32(2):114-117.(CAI Qian-wen,CAI Fu-lin,WANG Rong-rong.Numerical simulation on the side inlets and outlets of pumped storage plant[J].Water Resources and Power,2014,32(2):114-117.(in Chinese))

[18] 沙海飞,周辉,吴时强.等.多孔溢洪道泄流三维数值模拟[J].水利水电技术, 2005,36(19):42-46.(SHA Hai-fei,ZHOU Hui,WU Shi-qiang,et al.3-D numerical simulation on discharge of spillway with multi-opening[J].Water Resources and Hydropower Engineering,2005,36(19):42-46.(in Chinese))

[19] 田济扬,白丹,于福亮,等.基于Fluent软件的滴灌双向流流道灌水器水力性能数值模拟[J].农业工程学报,2014,30(20):65-71.(TIAN Ji-yang,BAI Dan,YU Fu-liang,et al.Numerical simulation of hydraulic performance on bidirectional flow channel of drip irrigation emitter using Fluent[J].Transactions of The Chinese Society of Agricultural Engineering,2014,30(20):65-71.(in Chinese))

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