苏州工业园区职业技术学院 机电工程系,江苏,苏州,215123
曹嘉佳(1992–),女,讲师,主要研究方向为流体力学
网络首发:2020-09-17,
纸质出版:2020
移动端阅览
曹嘉佳. 直管内流体特性的数值模拟[J]. 广东工业大学学报, 2020, 37(5): 75-81.
Cao Jia-jia. A Numerical Simulation of Turbulent Flows in Pipes[J]. 2020, 37(5): 75-81.
曹嘉佳. 直管内流体特性的数值模拟[J]. 广东工业大学学报, 2020, 37(5): 75-81. DOI: 10.12052/gdutxb.200072.
Cao Jia-jia. A Numerical Simulation of Turbulent Flows in Pipes[J]. 2020, 37(5): 75-81. DOI: 10.12052/gdutxb.200072.
管道是人类日常生活中最经济的输水工具
但常发生管道泄漏和管道破裂等问题
这不但需要大量的维修费用
而且影响水质。因此
对输水管道系统进行研究具有重要意义。采用计算流体动力学(Computational Fluid Dynamics
CFD)的方法
从流速分布、入口长度和压头损失等方面分析了直管的流动特性。结果表明
流体流动会经过入口区和充分发育区。在入口区域
管道长度上的压降是非线性的
其流体的特性不是稳定的
所以为了得到精确的结果
对流动特性变化的测量从充分发育的区域开始。此外
98次模拟试验结果表明
管径越大
压头损失越小。由于压头损耗低
管道泄漏和破裂的可能性较小。因此
大口径管道的应用更加经济可靠。
The pipeline is the most economical water transporting tool for human daily use. However
it generates many issues
like pipe leakage and break. These damages not only cause massive expenditure in repair work but also affect water quality. It is therefore significant for engineers to investigate the water pipeline system to ensure its effectiveness. Computational Fluid Dynamic (CFD) method is applied to analyse the flow motion in a straight pipe
in terms of flow velocity profile
entrance length and head loss. The result shows that the flow motion passes two regions
entrance region and fully developed region. At the entrance area
the pressure difference over the pipe length is non-linear. Thus
to achieve a precise result
the measurement of flow properties alteration starts at the fully developed region since the fluid properties are stable. Moreover
the consequence of the 98 simulation tests indicates that the larger diameter pipe produces less head loss. It is less possible to generate pipe leakage and break since less energy is consumed. Thus
the large diameter pipes are more economical and reliable to water pipeline application.
PUUST R, KAPELAN Z, SAVIC D A, et al . A review of methods for leakage management in pipes networks [J ] . Urban Water Journal, 2010(7): 25-45.
LIEN K, MONTY J P, CHONG M S, et al. The entrance length for fully developed turbulent channel flow[C]// In 15th Australian Fluid Mechanics Conference. [S.l]: AFCM, 2004: 356-363.
RIDELY R J, POOLE B S. Development-length requirements for fully developed laminar pipe flow of inelastic non-newtonian liquids [J]. Journal of Fluids Engineering, 2007(129): 1281-1287.
JOAQUIM P, SPENCER S. Finite difference,finite element and finite volume methods for partial differential equations [M]//Handbook of Materials Modeling. Netherlands: Springer: 1-32.
ZANOUN E S, DURST F, NAGIB H. Evaluating the law of the wall in two-dimensional fully developed turbulent channel flows [J]. Physics of Fluids, 2003(15): 3079-3089.
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