Liu Huanfang, Zong Quanli, Lv Hongxing, Jin Jin
College of Water Conservancy and Architectural Engineering, Shihezi University, Shihezi, China.
College of Water Resource and Architectural Engineering, Northwest Agriculture and Forestry University, Yangling, China.
PLoS One. 2017 Oct 24;12(10):e0185842. doi: 10.1371/journal.pone.0185842. eCollection 2017.
Perforated fluid distribution pipes have been widely used in agriculture, water supply and drainage, ventilation, the chemical industry, and other sectors. The momentum equation for variable mass flow with a variable exchange coefficient and variable friction coefficient was developed by using the momentum conservation method under the condition of a certain slope. The change laws of the variable momentum exchange coefficient and the variable resistance coefficient along the flow were analyzed, and the function of the momentum exchange coefficient was given. According to the velocity distribution of the power function, the momentum equation of variable mass flow was solved for different Reynolds numbers. The analytical solution contains components of pressure, gravity, friction and momentum and reflects the influence of various factors on the pressure distribution along the perforated pipe. The calculated results of the analytical solution were compared with the experimental values of the study by Jin et al. 1984 and Wang et al. 2001 with the mean errors 8.2%, 3.8% and 2.7%, and showed that the analytical solution of the variable mass momentum equation was qualitatively and quantitatively consistent with the experimental results.
穿孔式流体分配管已广泛应用于农业、给排水、通风、化工等领域。在一定坡度条件下,采用动量守恒方法建立了变交换系数和变摩擦系数的变质量流动动量方程。分析了变动量交换系数和变阻力系数沿流程的变化规律,给出了动量交换系数的函数表达式。根据幂函数速度分布,求解了不同雷诺数下的变质量流动动量方程。解析解包含压力、重力、摩擦力和动量分量,反映了各因素对沿穿孔管压力分布的影响。将解析解的计算结果与Jin等人1984年以及Wang等人2001年研究的实验值进行了比较,平均误差分别为8.2%、3.8%和2.7%,结果表明变质量动量方程的解析解在定性和定量上与实验结果一致。