EI、Scopus 收录
中文核心期刊
Liu Dong Wang Yaqing Xu Kan. Experimental study on the frictional pressure drop of water flow in mini-channels with circular cylinder disturbed flow[J]. Chinese Journal of Theoretical and Applied Mechanics, 2010, 42(6): 1006-1012. DOI: 10.6052/0459-1879-2010-6-lxxb2009-222
Citation: Liu Dong Wang Yaqing Xu Kan. Experimental study on the frictional pressure drop of water flow in mini-channels with circular cylinder disturbed flow[J]. Chinese Journal of Theoretical and Applied Mechanics, 2010, 42(6): 1006-1012. DOI: 10.6052/0459-1879-2010-6-lxxb2009-222

Experimental study on the frictional pressure drop of water flow in mini-channels with circular cylinder disturbed flow

  • Received Date: April 12, 2009
  • Revised Date: March 29, 2010
  • Using water as working fluid, the pressure drops formini-channel radiator with different height/width ratios involved withcircular disturbed flow before or behind the mini-channels wereexperimentally studied. It is found that the pressure drop increaseslinearly with the Reynolds Number. A general empirical formula was proposedto consider pressure drop as function of Reynolds Number, hydrodynamicdiameter and height/width ratio. The formula can predict flow friction ofthe similar system well. For line-wear mini-channels, the flow frictioncoefficient is inversely proportional to Reynolds number, and the value islarger than that of circle tube. The experimental results indicate that thesurface roughness is the main impact factor for pressure drop. However, thecircular cylinder disturbed flow has little influence on it. It is foundthat the circular cylinder disturbed flow which set in the front ofmini-channel can enlarge the heat dissipation.
  • Related Articles

    [1]Zhao Shule, Zhang Weiwei. MACHINE LEARNING OF SKIN FRICTION DISTRIBUTION BASED ON SURFACE INVISCID FLOW FEATURE[J]. Chinese Journal of Theoretical and Applied Mechanics, 2024, 56(8): 2243-2258. DOI: 10.6052/0459-1879-23-615
    [2]Qiu Xiang, Wu Haodong, Tao Yizhou, Li Jiahua, Zhou Jiankang, Liu Yulu. EXPERIMENTAL STUDY ON EVOLUTION OF WAKE STRUCTURES IN FLOW PAST THE CIRCULAR CYLINDER PLACED NEAR THE WALL[J]. Chinese Journal of Theoretical and Applied Mechanics, 2022, 54(11): 3042-3057. DOI: 10.6052/0459-1879-22-403
    [3]Liu Pengxin, Sun Dong, Li Chen, Guo Qilong, Yuan Xianxu. ANALYSES ON GENERATION MECHANISM OF SKIN FRICTION IN HIGH ENTHALPY TURBULENT BOUNDARY LAYER[J]. Chinese Journal of Theoretical and Applied Mechanics, 2022, 54(1): 39-47. DOI: 10.6052/0459-1879-21-490
    [4]Nianhua Wang, Xinghua Chang, Rong Ma, Laiping Zhang. VERIFICATION AND VALIDATION OF HYPERFLOW SOLVER FOR SUBSONIC AND TRANSONIC TURBULENT FLOW SIMULATIONS ON UNSTRUCTURED/HYBRID GRIDS[J]. Chinese Journal of Theoretical and Applied Mechanics, 2019, 51(3): 813-825. DOI: 10.6052/0459-1879-18-331
    [5]Weiguo Gu, Dezhong Wang, Yasuo Kawaguchi, Hongxia Zhang. Experimental study on the characteristics of ctac solution flow in the rectangular channel[J]. Chinese Journal of Theoretical and Applied Mechanics, 2010, 42(2): 312-318. DOI: 10.6052/0459-1879-2010-2-2008-444
    [6]Hongnan Li, Jun Li, Gangbing Song. Improved suboptimal Bang-Bang control of aseismic buildings with variable friction dampers[J]. Chinese Journal of Theoretical and Applied Mechanics, 2007, 39(1): 101-109. DOI: 10.6052/0459-1879-2007-1-2005-601
    [7]Tieqiao Tang, Haijun Huang, S.C. Wong, Rui Jiang. Lane changing analysis for two-lane traffic flow[J]. Chinese Journal of Theoretical and Applied Mechanics, 2007, 39(1): 49-54. DOI: 10.6052/0459-1879-2007-1-2006-282
    [8]Kejun Yang, Shuyou Cao, Xingnian Liu. Flow resistance in compound channels and its prediction methods[J]. Chinese Journal of Theoretical and Applied Mechanics, 2007, 39(1): 23-31. DOI: 10.6052/0459-1879-2007-1-2006-017
    [9]FLOW RESISTANCE OF A CARREAU FLUID THROUGH CORRUGATED TUBE[J]. Chinese Journal of Theoretical and Applied Mechanics, 1990, 22(5): 619-624. DOI: 10.6052/0459-1879-1990-5-1995-991

Catalog

    Article Metrics

    Article views (1623) PDF downloads (581) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return