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Development of Two-Phase Pipeline Hydraulic Analysis Model Based on Beggs-Brill Correlation

机译:基于BEGGS - BRILL相关性的两相管道水力分析模型的研制

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The hydraulic analysis is an important stage in a reliable pipeline design. In the implementation, fluid distribution from a source to the sinks often occurs on parallel pipeline networks. The solution to the problem is complicated because of the iterative technique requirement. Regarding its solution effectiveness, there is a need for analysis related to the model and the solution method. This study aims to investigate pipeline hydraulic analysis on distributing of two-phase fluids flow. The model uses Beggs-Brill correlation to converse mass flow rates into pressure drops. In the solution technique, the Newton-Raphson iterative method is utilized. The iterative technique is solved using a computer program. The study is carried out using a certain pipeline network. The model is validated by comparing between Beggs-Brill towards Mukherjee-Brill correlation. The result reveals that the computer program enables solving of iterative calculation on the parallel pipeline hydraulic analysis. Convergence iteration is achieved by 50 iterations. The main results of the model are mass flow rate and pressure drop. The mass flow rate is obtained in the deviation up to 2.06 %, between Beggs-Brill and Mukherjee-Brill correlation. On the other hand, the pressure gradient deviation is achieved on a higher deviation due to the different approach of the two correlations. The model can be further developed in the hydraulic pipeline analysis for two-phase flow.
机译:水力分析是可靠的管道设计中的重要阶段。在实现中,从源到汇的流体分布通常发生在并行管道网络上。由于迭代技术要求,问题的解决方案是复杂的。关于其解决方案有效性,需要与模型和解决方案方法相关的分析。本研究旨在调查管道水力分析对两相流体流动的分布。该模型使用Beggs-Brill相关性与逆质量流速变为压降。在解决方案技术中,利用牛顿Raphson迭代方法。使用计算机程序解决了迭代技术。该研究使用某种管道网络进行。通过比较Beggs-Brill朝着Mukherjee-Brill相关性进行验证。结果表明,计算机程序能够解决对并行管道水力分析的迭代计算。收敛迭代由50次迭代实现。该模型的主要结果是质量流量和压降。在Beggs-Brill和Mukherjee-Brill相关之间的偏差中获得质量流量高达2.06%。另一方面,由于两个相关性的不同方法,在更高的偏差上实现了压力梯度偏差。该模型可以进一步开发在两相流动的液压管道分析中。

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