Critical Sand Deposition Velocity in Intermittent Flow – Models Evaluation

Ramin Dabirian, Mobina Mohammadikharkeshi, R. Mohan, O. Shoham
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引用次数: 3

Abstract

Sand transport in multiphase flow has recently gained keen attention of the oil and gas industry owing to the negative effects associated with it. These include partial pipe blockage, pipe corrosion, excessive pressure drop and production decline. To date, no comprehensive literature review and models evaluation have been published, which compare the experimental data collected for the prediction of the critical sand deposition velocity under intermittent flow with the related model predictions. This study can be used by engineers and researchers to determine the conditions under which the developed models perform the best. The intermittent flow critical sand deposition velocity data acquired by Najmi (2015) are presented in detail. Next, the effects of important parameters such as phase velocities, liquid viscosity as well as particle size and concentration on the critical velocity are investigated. The collected data are utilized to evaluate the performance of the models developed by Salama (1998), Hill (2011), Stevenson et al. (2001) and Danielson (2007), in order to determine the best model for the prediction of the sand critical velocity. The experimental data of Najmi (2015) indicate that higher critical velocities are required with increasing the liquid viscosity, particle size and particle concentration. However, the predictions of the models of Salama (1998), Stevenson et al. (2001) and Danielson (2007) demonstrate that these models do not take into account the effect of particle concentration. Depending on the liquid viscosity, Stevenson et al. (2001) model significantly over-predicts or under-predicts the critical velocity over different ranges of the phase velocities, while Salama (1998) model under-predicts the critical velocity under all experimental conditions. An overall comparison of the data with the published model predictions confirms that the Hill (2011) model has the best performance capturing the physical phenomena, including the effects of phase velocities, particle size, particle concentration and liquid viscosity.
间歇流中临界砂沉积速度-模型评价
由于多相流输砂的负面影响,近年来引起了油气行业的广泛关注。这些问题包括管道部分堵塞、管道腐蚀、压降过大和产量下降。到目前为止,还没有发表全面的文献综述和模型评价,将所收集的用于预测间歇流下临界沉积速度的实验数据与相关模型预测结果进行比较。这项研究可以被工程师和研究人员用来确定所开发的模型在何种条件下表现最佳。详细介绍了Najmi(2015)获得的间歇流动临界积砂速度数据。其次,研究了相速度、液体粘度、粒径和浓度等重要参数对临界速度的影响。收集到的数据用于评估Salama(1998)、Hill(2011)、Stevenson等人(2001)和Danielson(2007)开发的模型的性能,以确定预测砂临界速度的最佳模型。Najmi(2015)的实验数据表明,随着液体粘度、粒径和颗粒浓度的增加,需要更高的临界速度。然而,Salama(1998)、Stevenson等人(2001)和Danielson(2007)的模型预测表明,这些模型没有考虑到颗粒浓度的影响。根据液体粘度的不同,Stevenson等人(2001)的模型在不同相速度范围内对临界速度的预测明显过高或过低,而Salama(1998)的模型在所有实验条件下对临界速度的预测都偏低。将数据与已发表的模型预测进行总体比较,证实Hill(2011)模型在捕捉物理现象方面表现最佳,包括相速度、粒径、颗粒浓度和液体粘度的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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