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Numerical simulation of sediment erosion by submerged jets using an Eulerian model 被引量:5

Numerical simulation of sediment erosion by submerged jets using an Eulerian model
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摘要 The erosion of loose beds by submerged circular impinging vertical turbulent jets is simulated using an Eulerian two-phase model which implements Euler-Euler coupled governing equations for fluid and solid phases, and a modified k-ε turbulence closure for the fluid phase. Both flow-particle and particle-particle interactions are considered in this model. The predictions of eroded bed profiles agree well with previous laboratory measurements and self-designed experiments. Analysis of the simulated results reveals that the velocity field of the jet water varies with various scouring intensities, that the scour depth and shape are mainly influenced by the driving force of the water when the density, diameter and porosity of the sand are the same, and that the porosity is an important contributor to sediment erosion. In this study, the scour depth, the height of dune and the velocity of the pore water increase with increasing porosity. The erosion of loose beds by submerged circular impinging vertical turbulent jets is simulated using an Eulerian two-phase model which implements Euler-Euler coupled governing equations for fluid and solid phases, and a modified k-ε turbulence closure for the fluid phase. Both flow-particle and particle-particle interactions are considered in this model. The predictions of eroded bed profiles agree well with previous laboratory measurements and self-designed experiments. Analysis of the simulated results reveals that the velocity field of the jet water varies with various scouring intensities, that the scour depth and shape are mainly influenced by the driving force of the water when the density, diameter and porosity of the sand are the same, and that the porosity is an important contributor to sediment erosion. In this study, the scour depth, the height of dune and the velocity of the pore water increase with increasing porosity.
出处 《Science China(Technological Sciences)》 SCIE EI CAS 2010年第12期3324-3330,共7页 中国科学(技术科学英文版)
基金 supported by the National Basic Research Program of China ("973" Program) (Grant No. 2007CB714106) the National Natural Science Foundation of China (Grant Nos. 51079106, 10972163)
关键词 SEDIMENT EROSION JET FLOW EULERIAN model NUMERICAL simulation sediment erosion jet flow Eulerian model numerical simulation
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参考文献13

  • 1孙东坡,杨慧丽,张晓松,王二平.桥墩冲刷坑的三维流场测量与数值模拟[J].水科学进展,2007,18(5):711-716. 被引量:29
  • 2邓军,许唯临,杨忠超,曲景学.基岩冲刷的数值模拟[J].水科学进展,2005,16(1):47-51. 被引量:14
  • 3Mih W C,,Kabir J.Impingement of water jets on nonuniform stream- bed. Journal of Hydraulic Engineering ASCE . 1983
  • 4Ansari S A,Kothyari U C.Influence of cohesion on scour under sub- merged circular vertical jets. Journal of Hydraulic Engineering ASCE . 2003
  • 5Andreas R B,Mutlu S,Jrgen F, et al.Numerical and experimental investigation of flow and scour around a circular pile. Journal of Fluid Mechanics . 2005
  • 6J. Deng,J. X. Qu,C. Liu.Numerical simulation of scouring of aerated jet flow (in Chinese). J Sichuan U (Eng Sci Ed) . 2008
  • 7MAZUREK K. A.,RAJARATNAM N.,and SEGO D. C.Scour of cohesive soil by submerged circular turbulent impinging jets. Journal of Hydraulic Engineering, ASCE . 2001
  • 8Mazurek,K,Rajaratnam,N,Sego,D.Scour of a cohesive soil by submerged plane turbulent wall jets. Journal of Hydraulic Research . 2003
  • 9Rajaratnam N,Mazurek K A.Erosion of sand by cir-cular impinging water jets with small tailwater. Journal of Hydraulic Engineering ASCE . 2003
  • 10ADERIBIGBE O O and RAJARATNAM N.Erosion of loose beds by submerged circular impinging vertical turbulent jets. J. of Hydraulic Research . 1996

二级参考文献12

  • 1陈永灿,许协庆.挑流冲坑内水流特性的数值模拟[J].水利学报,1993,25(4):48-54. 被引量:19
  • 2何小花,陈立,王鑫,张炯.桥墩紊流宽度的试验研究[J].水利水运工程学报,2006(3):49-53. 被引量:17
  • 3刘诚,蒋昌波,刘晓平.潜堤附近波浪场精细模拟的PLIC-VOF模型[J].水科学进展,2006,17(5):671-675. 被引量:10
  • 4朱荣林 蔡逢春.挑流冲刷若干问题的探讨及冲刷深度估算公式的比较[A]..中国水利水电科学研究院科学研究论文集(第3集)[C].北京:中国工业出版社,1963..
  • 5Barata J M, et al. On the analysis of impinging jet on ground effects[ J]. Experiments in Fluids, 1993, 15 ( 1 ) : 117 - 129.
  • 6Hsu C F. A Curvilinear-Coordinate Method for Mememtum, Heat and Mass Transfer in Domains of Irreguler Geometry[ D]. Twin cities: University of Minnesota, 1981.
  • 7Kailash C K. A Calculation Procedure for Viscous Flowsat all Speeds in Complex Geometries[ D ]. Twin cities:University of Minnesota. 1986.
  • 8帕坦卡SV 张政译.传热与流体流动的数值计算[M].北京:科学出版社,1984.70-77.
  • 9蒋焕章.对桥墩局部冲刷影响因素的分析[A].见:桥渡冲刷学术讨论会论文集[C].北京:交通部科学研究院,1964.15—27
  • 10华北水利水电学院.浅基桥梁抗冲刷防护拦沙坝应用研究[R].郑州:华北水利水电学院,2003,12:20-45.

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