DOI /j.cnki.cjhd SST-DES SST-URANS,, , shear stress transport, SST detached-eddy simulation,

Similar documents
[1] Nielsen [2]. Richardson [3] Baldock [4] 0.22 mm 0.32 mm Richardson Zaki. [5-6] mm [7] 1 mm. [8] [9] 5 mm 50 mm [10] [11] [12] -- 40% 50%

Fig. 1 1 The sketch for forced lead shear damper mm 45 mm 4 mm 200 mm 25 mm 2 mm mm Table 2 The energy dissip

% %! # % & ( ) % # + # # % # # & & % ( #,. %

doc

Fig. 1 Frame calculation model 1 mm Table 1 Joints displacement mm

mm ~

Microsoft Word tb 赵宏宇s-高校教改纵横.doc

) & ( +,! (# ) +. + / & 6!!!.! (!,! (! & 7 6!. 8 / ! (! & 0 6! (9 & 2 7 6!! 3 : ; 5 7 6! ) % (. ()

( ) [11 13 ] 2 211,,, : (1),, 1990 ( ) ( ),, ; OD, ( ) ( ) ; , ( ), (2) 50 %,, 1999 ( ) ( ) ; (3),,

,20 80,,,,, ; 80 90,, [ 4 ], [ 5 ],, ;21,,,,,,,20 80,,,,, ( ) ; ( ) ; ( ) ; ( ) [6 ], 90,,,,, [ 7 ] 21,,,,, [ 8 ],,, 30,,,,,,,,,,, ;,, ;,, ; 30,,,,,,,

JOURNAL OF EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION Vol. 31 No. 5 Oct /35 TU3521 P315.

34 22 f t = f 0 w t + f r t f w θ t = F cos p - ω 0 t - φ 1 2 f r θ t = F cos p - ω 0 t - φ 2 3 p ω 0 F F φ 1 φ 2 t A B s Fig. 1

Microsoft Word - 1--齐继峰_new_.doc

720 () 2009,,, , ( ) (6 8 ), ( 5) ( 6).,,119 E, 150 km., 25. 5, 25,., 5b. 3 ROMS 3. 1 ROMS, S,.,,,, [ 9 ]. 1/ 32 ( ),25, 18 s, 180 s

% GIS / / Fig. 1 Characteristics of flood disaster variation in suburbs of Shang

Microsoft Word - ChiIndexofNHE-03.doc

<4D F736F F D20B9DCC0EDD6C6B6C8BBE3B1E0B5DAB6FEB8E5>

第16卷 第2期 邯郸学院学报 年6月

LaDefense Arch Petronas Towers 2009 CCTV MOMA Newmark Hahn Liu 8 Heredia - Zavoni Barranco 9 Heredia - Zavoni Leyva

cm /s c d 1 /40 1 /4 1 / / / /m /Hz /kn / kn m ~

142 () Fig. 2 Tracks of typhoon 35 m/ s.,. NASA QuikSCA T L3 (10 m ),, km, 25 km,20, 2 m/ s (320 m/ s) 10 %(2030 m/ s)., ()


untitled

Microsoft Word - A doc

13-15 Lagrange 3. 1 h t + hu + hv = 0 1 x y hu + t x hu gh 2 ( ) + y huv = - gh z 0 ( + x u u 2 2 槡 + v + W C ) 2 x + fhv + z h x 2hv u ( t x )

Microsoft Word - 2--王伟_new_.doc

240 生 异 性 相 吸 的 异 性 效 应 [6] 虽 然, 心 理 学 基 础 研 [7-8] 究 已 经 证 实 存 在 异 性 相 吸 异 性 相 吸 是 否 存 在 于 名 字 认 知 识 别 尚 无 报 道 本 实 验 选 取 不 同 性 别 的 名 字 作 为 刺 激 材 料, 通

* CUSUM EWMA PCA TS79 A DOI /j. issn X Incipient Fault Detection in Papermaking Wa

专 技 能 1. 精 通 Matlab/Simulink 平 台 下 的 海 洋 运 载 器 运 动 控 制 系 统 与 仿 真 建 模 设 计 ; 2. 精 通 51 单 片 机 AVR 单 片 机 Arduino 开 源 板 的 开 发 和 设 计 ; 3. 精 通 基 于 Arduino 板

m K K K K m Fig. 2 The plan layout of K K segment p

Journal of Curriculum Studies September, 2013, Vol. 8, No. 2, pp From the Development Trend of University to Study High School Curriculum Refor


物理学报 Acta Phys. Sin. Vol. 62, No. 14 (2013) 叠 [4]. PET 设备最重要的部件就是探测器环, 探测 备重建图像具有减少数据插值的优势. 器环的性能直接影响 PET 的成像能力. 探头与探头 之间得到的符合直线叫做投影线. 所有的投影线在

增 刊 谢 小 林, 等. 上 海 中 心 裙 房 深 大 基 坑 逆 作 开 挖 设 计 及 实 践 745 类 型, 水 位 埋 深 一 般 为 地 表 下.0~.7 m 场 地 地 表 以 下 27 m 处 分 布 7 层 砂 性 土, 为 第 一 承 压 含 水 层 ; 9 层 砂 性 土

km km mm km m /s hpa 500 hpa E N 41 N 37 N 121

1602 CHEMICAL INDUSTRY AND ENGINEERING PROGRESS TQ A Prospect of the structure of oxygen generating


Japan He Bin Professor, School of Humanities and Social Sciences Tokyo Metropolitan University Abstract In daily life, the food on the table in the fa

!! # % & ( )!!! # + %!!! &!!, # ( + #. ) % )/ # & /.

1 GIS 95 Y = F y + (1 F) (1) 0 0 Y0 kg/hm 2 /day F y 0 y c kg/hm 2 /day [12] y m 20 kg/hm 2 /hour Y = cl cn ch G [ F( y ) T m yo + (2) (1 F)(

亚临界大容量电站锅炉过热器系统阻力

Wang Fig. 1 Human upper respiratory tract model 2 Nithiarasu Menter Menter's SST 3 Langtry-Menter Menter Langtry PIV 5 CFD SST

! # %& ( %! & & + %!, ( Α Α Α Α Χ Χ Α Χ Α Α Χ Α Α Α Α

11 25 stable state. These conclusions were basically consistent with the analysis results of the multi - stage landslide in loess area with the Monte

Microsoft Word 張嘉玲-_76-83_

ARCLE No.2

Microsoft Word - 专论综述1.doc

untitled

g 100mv /g 0. 5 ~ 5kHz 1 YSV8116 DASP 1 N 2. 2 [ M] { x } + [ C] { x } + [ K]{ x } = { f t } 1 M C K 3 M C K f t x t 1 [ H( ω )] = - ω 2

JOURNAL OF EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION Vol. 31 No. 6 Dec

~ ~

successful and it testified the validity of the designing and construction of the excavation engineering in soft soil. Key words subway tunnel

從實驗教材到官方課程──小學社會科板橋模式教材與改編本教科書的發展

VLBI2010 [2] 1 mm EOP VLBI VLBI [3 5] VLBI h [6 11] VLBI VLBI VLBI VLBI VLBI GPS GPS ( ) [12] VLBI 10 m VLBI 65 m [13,14] (referen

, 2 : ; 4 8, mm, mm, 43. 3% ; 350 mm, 70% , 32 d, d mm, 45. 1% mm, mm, 850 hpa (

IPCC CO (IPCC2006) 1 : = ( 1) 1 (kj/kg) (kgc/gj) (tc/t)

Microsoft Word - ED-774.docx

698 39,., [6].,,,, : 1) ; 2) ,, 14,, [7].,,,,, : 1) :,. 2) :,,, 3) :,,,., [8].,. 1.,,,, ,,,. : 1) :,, 2) :,, 200, s, ) :,.

小论文草稿2_邓瀚

Microsoft Word 定版

4 155 earthquake resilient structure 1 Yahya Kurama 2 Bulent Erkmen 3 Jose Restrepo 4 Brian Smith C40 HRB mm mm 125 mm 2

Microsoft Word - 专论综述1.doc

致 谢 本 人 自 2008 年 6 月 从 上 海 外 国 语 大 学 毕 业 之 后, 于 2010 年 3 月 再 次 进 入 上 外, 非 常 有 幸 成 为 汉 语 国 际 教 育 专 业 的 研 究 生 回 顾 三 年 以 来 的 学 习 和 生 活, 顿 时 感 觉 这 段 时 间 也

Transcription:

DOI0.6076/.cnki.chd.06.0.00 SST-DES SST-URANS,, 0040, Email: weiwen.zhao@stu.edu.cn shear stress transport, SSTdetached-eddy simulation, DES SST SST-DES SST-URANS Re = 3900 SST-DES SST-RANS U66. A Numerical study of 3D flow past a circular cylinder at subcritical Reynolds number using SST-DES and SST-URANS ZHAO Wei-wen, WAN De-cheng (State Key Laboratory of Ocean Engineering, School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration, Shanghai 0040, China) Abstract: The SST-DES is a hybrid RANS/LES model which employs Reynolds-Averaged Navies-Stokes (RANS) in the regions near boundary layers, and Large-Eddy Simulation (LES) in the separated regions. Numerical simulations of flow past a * : 05-07-6(05--6 ) : (5379554303 43009)() (030)(973 )(03CB03603) : (990),,,. :, Email: dcwan@stu.edu.cn Received: July 6, 05 (Revised December 6, 05) Proect supported by foundations: Supported by the National Natural Science Foundation of China (53795, 54303 and 43009), the Program for Professor of Special Appointment (Eastern Scholar) at Shanghai Institutions of Higher Learning (030) and the Maor State Basic Research Development Plan of China (973 Program, 03CB03603) Biography: ZHAO Wei-wen (990 ), Male, Ph. D. Candidate. Corresponding author: WAN De-cheng, Email: dcwan@stu.edu.cn

A 06 circular cylinder at subcritical Reynolds number ( Re = 3900) with both SST-DES and SST-URANS turbulence model have been carried out in current study. The mean pressure distribution on cylinder, vortex shedding patterns and mean velocity profile downstream of the cylinder are extensively studied and analyzed. Comparing with the experimental results, SST-DES shows better results than SST-URANS in subcritical Reynolds number cylinder flows. Key words: circular cylinder; flow separation; detached-eddy simulation; subcritical Reynolds number Reynolds-averaged Navier-Stokes, RANS Navier-Stokes RANS URANS direct numerical simulation, DNSlarge eddy simulation, LES RANS/LES RANS/LES RANS LES RANS LES detached-eddy simulation, DES RANS/LES 997 Spalart [] Spalart-AllmarasSA [] SA-DES DES97DES97 RANS d % d % SA d RANS LES LES LES modeled stress depletion, MSD Spalart [3] d % SA DESdelayed DES, DDES MSD Menter [4] sheared stress transport SST [5] DES MSD grid-induced separation, GIS OpenFOAM SST-DES SST-URANS Re D = 3900 SST-DES. SST SST Menter [5] SST k - ε k -ω k -ω k - ε k -ω k -ω OpenFOAM SST Menter [5] [6,7] Ω S OpenFOAM k ω k ( uk ) * k + = G% β kω + ( ν + αkνt) () t x x x ω t ( u ω) + = γs βω + x ω ( ν + αωνt) + ( F ) CD x x G % G % = G c k, * min(, β ω) G F 4 kω () = ν ts (3) F = tanh(arg ) (4a) k 500ν 4α k ω arg = min max,, * * βωy y ω CDkω y (4b)

SST-DES SST-URANS 3 = max(,0 ) CDk ω = α ω * CD 0 kω CDkω k ω x ω x F 0 k - ε k -ω F φ = Fφ + ( F) φ (5) F DES L t = max ( FS ), CDESΔ (0) * L = k /( β ω) t Δ= 3 ΔxΔyΔz C DES DES 0.6 F s F F F φ α β γ ν k ω ak t = (6) max( aω, bsf ) S invariant measure of the strain rate S =, S i S i S i u u i = + x x i F (7) F = tanh(arg ) (8a) k 500ν arg = max, * β ωy y ω (8b) y. Re D = 3900 [8-0] [0-3] L z =πd Kravchenko [3] x y z 5D< x< 30D 5D< y < 5D π D/ < z < πd/ 5D 00 00 O N z = 30 Δ= 0.005D.5 0 6 α k α k α ω α ω SST Table. Coefficients of the SST turbulence model * β β γ γ β a b c 0.85.0 0.5 0.856 0.075 0.088 5.0/9.0 0.44 0.09 0.3.0 0. SST-DES SST DES [4] k F DES k ( uk ) * k + = G% β kωfdes + ( ν + αkνt) t x x x (9) FDES. OpenFOAM Rhie [4] TVD PIMPLEPISO [3] SIMPLE PISO Navier-Stokes PIMPLE PISO

4 A 06 U min / U SST-DES L rec / D SST-URANS St 0. 0.5 z = 0 SST-DES Norberg SST-URANS Fig. Global and local mesh for circular cylinder Fig. Pressure coefficient distribution around cylinder surface C d Table. Coefficients for flow past a cylinder C pb St L / D U / rec min U ([3]) 0.990±0.050 0.88±0.05 0.5±0.005 [9].33±0.05 0.4±0.0 [8] PIV [0] - - 0.08±0.00.5 0.34 LES [0] - - 0.08±0.00.56 0.6 SST-DES 0.99 0.84 0.6.56 0.9 SST-URANS.76.6 0. 0.38 0.06 3. 0.39 D / U 78 T = 390 D/ U Beaudan [] Kravchenco [3] 7 C C St d pb 3 SST-DES SST-URANS SST-URANS SST-DES 4 U V SST-DES x/ D=.06 U Kravchenko [3] LES Parnaudeau [0] PIV LES [5] LES Lourenco [8] PIV V Lourenco

SST-DES SST-URANS 5 [8] y = 0 5 Lourenco [8] 4 5 SST-DES Parnaudeau [0] PIV SST-URANS 3. 6 Hunt [6] Q Q - criterion Q ( Ω S ) Q= () 3 U U Fig.3 Velocity and pressure contour normalized with U or U Ω S SST-DES SST- URANS SST-DES Kravchenko [3] LES Wissink [7] DNS 4 Fig.4 Mean stream-wise velocity at three locations in the near wake

6 A 06 5 Fig.5 Mean cross-flow velocity at three locations in the near wake 7 ωdu / = 0.5-0.0 6 Fig.7 Karman vortex street in the downstream flow, shown by 6 contours of D/ U from 0.5 to 0.0 ω 6 Q = 0 Fig.6 Isosurface of instantaneous vorticity in the wake, Q = 0 7 z = 0 SST-DES SST-URANS SST-DES SST-URANS SST-DES SST-URANS

SST-DES SST-URANS 7 OpenFOAM SST-DES SST-URANS Re D = 3900 () C d C pb St U / U min SST-DES SST-URANS St () SST-DES SST-URANS SST-DES SST-URANS (3) SST- URANS SST-DES 53795, 54303, 43009 030 973 03CB03603 : [] SPALART P, JOU W, STRELETS M, et al. Comments on the feasibility of LES for wings, and on a hybrid RANS/LES approach[j]. Advances in DNS/LES, 997, (): 4-8. [] SPALART P R, ALLMARAS S R. A one-equation turbulence model for aerodynamic flows[j]. Recherche Aerospatiale, 994, (): 5-. [3] SPALART P R, DECK S, SHUR M L, et al. A new version of detached-eddy simulation, resistant to ambiguous grid densities[j]. Theoretical and Computational Fluid Dynamics, 006, 0(3): 8-95. [4] MENTER F R, KUNTZ M, LANGTRY R. Ten years of industrial experience with the SST turbulence model[j]. Turbulence, Heat and Mass Transfer, 003, 4(): 65-63. [5] MENTER F R. Two-equation eddy-viscosity turbulence models for engineering applications[j]. AIAA Journal, 994, 3(8): 598-605. [6] MENTER F, ESCH T. Elements of industrial heat transfer predictions[c]. 6th Brazilian Congress of Mechanical Engineering (COBEM), Uberlandia, Brazil, 00. [7] HELLSTEN A. Some improvements in Menter s k - omega SST turbulence model[c]. 9th AIAA, Fluid Dynamics Conference, Albuquerque, USA, 998. [8] LOURENCO L, SHIH C. Characteristics of the plane turbulent near wake of a circular cylinder[j]. A Particle Image Velocimetry Study, 993. [9] ONG L, WALLACE J. The velocity field of the turbulent very near wake of a circular cylinder[j]. Experiments in Fluids, 996, 0(6): 44-453. [0] PARNAUDEAU P, CARLIER J, HEITZ D, et al. Experimental and numerical studies of the flow over a circular cylinder at Reynolds number 3900[J]. Physics of Fluids, 008, 0(8): 0850. [] BEAUDAN P, MOIN P. Numerical experiments on the flow past a circular cylinder at sub-critical Reynolds number[r]. Technical Report TF-6, Stanford University, USA, 994. [] BREUER M. Large eddy simulation of the subcritical flow past a circular cylinder: Numerical and modeling aspects[j]. International Journal for Numerical Methods in Fluids, 998, 8(9): 8-30. [3] KRAVCHENKO A G, MOIN P. Numerical studies of flow over a circular cylinder at Re D = 3900 [J]. Physics of Fluids, 000, (): 403-47. [4] RHIE C M, CHOW W L. Numerical study of the turbulent flow past an airfoil with trailing edge separation[j]. AIAA Journal, 983, (): 55-53. [5],,. [J]. :, 03(): 33-38. ZHOU Qiang, CAO Shu-yang, ZHOU Zhi-yong. Numerical studies of wake characteristics on a circular cylinder at sub-critical Reynolds number[j]. Journal of

8 A 06 Tongi University: Natural Science, 03(): 33-38. [6] HUNT J C R, WRAY A A, MOIN P. Eddies, streams, and convergence zones in turbulent flows[r]. Center for Turbulence Research Report CTR-S88, Stanford University, USA, 988. [7] WISSINK J G, RODI W. Numerical study of the near wake of a circular cylinder[j]. International Journal of Heat and Fluid Flow, 008, 9(4): 060-070.