深层隧道泵站进水系统水力特性与耦合计算研究
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[1]赵超辉,万金红,张云霞,等.城市内涝特征、成因及应对研究综述[J].灾害学,2023,38(1):220-228.
[2]宋嘉美,高祯,杨园晶,等.深圳市前海—南山排水深隧系统工程设计[J].中国给水排水,2021,37(18):76-81.
[3]Wylie E B,Streeter V L.Fluid Transient[J].J.Fluids Eng.,1978,-1(3).
[4]L S V,et al.Fluid mechanics[M].McGraw-Hill,1998.
[5]姬华生,周志彬,符必昌.某长距离输水管道系统水力特性分析[J].灌溉排水学报,2018,37(S1):27-30.
[6]丁梓恒,俞晓东,马世波,等.泵站加压与重力自流联合供水工程的停泵水锤防护[J].排灌机械工程学报,2022,40(4):338-344.
[7]王福军,白绵绵,肖若富.Flowmaster在泵站过渡过程分析中的应用[J].排灌机械工程学报,2010,28(2):144-148.
[8]张聪聪,周春峰,周艳霞,等.“Y”形导流墩几何参数对侧向进水泵站前池流态影响[J].南水北调与水利科技(中英文),2020,18(3):192-200.
[9]刘志泉,成立,卜舸,等.泵站正向进水前池“V”形导流墩整流数值模拟[J].中国农村水利水电,2022(3):183-188.
[10]Ruprecht A,et al.Simulation of water hammer in hydro power plant[C]//Fluids Eng.Summer Meet.,2003:2811-2816.
[11]Zhang X,et al.Hydraulic Transients in Hydropower Systems[J].J.Hydrodyn.,2012,24(4):595-604.
[12]Galindo J,et al.Coupling 1D and 3D CFD codes via MOC[J].Math. Comput.Model.,2011,54(7-8):1738-1746.
[13]Wu D,et al.MOC-CFD Coupled Approach for Water Hammer Analysis[J].J.Hydraul.Eng.,2015, 141(6):06015003.
[14]WangC, et al.1D-3D Coupling for Hydraulic Transients[J]. Comput.Phys.Commun.,2017,210: 1-9.
[15]Zhou X, et al.Refined 1D-3D Coupling for Hydraulic Vibration[J].Energies,2022,15(16):6051.
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