Choe Yeon-Woong, Sim Sang-Bo, Choo Yeon-Moon
Department of Civil and Environmental Engineering, Pusan National University, Busan 46241, Korea.
Entropy (Basel). 2021 May 14;23(5):611. doi: 10.3390/e23050611.
In general, this new equation is significant for designing and operating a pipeline to predict flow discharge. In order to predict the flow discharge, accurate determination of the flow loss due to pipe friction is very important. However, existing pipe friction coefficient equations have difficulties in obtaining key variables or those only applicable to pipes with specific conditions. Thus, this study develops a new equation for predicting pipe friction coefficients using statistically based entropy concepts, which are currently being used in various fields. The parameters in the proposed equation can be easily obtained and are easy to estimate. Existing formulas for calculating pipe friction coefficient requires the friction head loss and Reynolds number. Unlike existing formulas, the proposed equation only requires pipe specifications, entropy value and average velocity. The developed equation can predict the friction coefficient by using the well-known entropy, the mean velocity and the pipe specifications. The comparison results with the Nikuradse's experimental data show that the R2 and RMSE values were 0.998 and 0.000366 in smooth pipe, and 0.979 to 0.994 or 0.000399 to 0.000436 in rough pipe, and the discrepancy ratio analysis results show that the accuracy of both results in smooth and rough pipes is very close to zero. The proposed equation will enable the easier estimation of flow rates.
一般来说,这个新方程对于设计和运行管道以预测流量具有重要意义。为了预测流量,准确确定由于管道摩擦造成的流量损失非常重要。然而,现有的管道摩擦系数方程在获取关键变量方面存在困难,或者仅适用于特定条件的管道。因此,本研究利用目前在各个领域中使用的基于统计的熵概念,开发了一个用于预测管道摩擦系数的新方程。所提出方程中的参数可以很容易地获得并且易于估算。现有的计算管道摩擦系数的公式需要摩擦水头损失和雷诺数。与现有公式不同,所提出的方程只需要管道规格、熵值和平均流速。所开发的方程可以通过使用众所周知的熵、平均流速和管道规格来预测摩擦系数。与尼古拉兹实验数据的比较结果表明,在光滑管道中,R2和RMSE值分别为0.998和0.000366,在粗糙管道中为0.979至0.994或0.000399至0.000436,差异率分析结果表明,光滑管道和粗糙管道的结果精度都非常接近于零。所提出的方程将使流量的估算更加容易。