化工学报 ›› 2023, Vol. 74 ›› Issue (7): 2898-2907.DOI: 10.11949/0438-1157.20230378
郭雨莹1(), 敬加强1,2(
), 黄婉妮1, 张平3, 孙杰1,2, 朱宇1, 冯君炫1, 陆洪江1
收稿日期:
2023-04-17
修回日期:
2023-07-11
出版日期:
2023-07-05
发布日期:
2023-08-31
通讯作者:
敬加强
作者简介:
郭雨莹(1996—),女,博士研究生,ghswpu@163.com
基金资助:
Yuying GUO1(), Jiaqiang JING1,2(
), Wanni HUANG1, Ping ZHANG3, Jie SUN1,2, Yu ZHU1, Junxuan FENG1, Hongjiang LU1
Received:
2023-04-17
Revised:
2023-07-11
Online:
2023-07-05
Published:
2023-08-31
Contact:
Jiaqiang JING
摘要:
基于自主搭建的水润滑稠油减阻环道系统,采用黏度比为1176、密度比为0.9的矿物油和自来水,系统研究了水平管中油表观流速(0.12~0.93 m/s)和水表观流速(0.04~1.54 m/s)对流型分布、摩擦压降以及减阻效果的影响;评价了Rodriguez、Brauner和Colombo压降模型的适用性;考虑油核偏心的影响,围绕混合黏度修正了精度最高的Rodriguez模型。结果表明:环状流是实验工况下的主要流型;含水率在0.04~0.93时,压力梯度总存在一个最小值,超过该值后均以抛物线形式递增;混合流速低于临界值会导致环状流/塞状流向分层流转变、压降骤增;油壁间完整水膜可有效润滑和减阻,最大压力折减系数高达73.1;给出了新的混合黏度计算式,修正后Rodriguez模型的平均相对误差为3.89%。
中图分类号:
郭雨莹, 敬加强, 黄婉妮, 张平, 孙杰, 朱宇, 冯君炫, 陆洪江. 稠油管道水润滑减阻及压降预测模型修正[J]. 化工学报, 2023, 74(7): 2898-2907.
Yuying GUO, Jiaqiang JING, Wanni HUANG, Ping ZHANG, Jie SUN, Yu ZHU, Junxuan FENG, Hongjiang LU. Water-lubricated drag reduction and pressure drop model modification for heavy oil pipeline[J]. CIESC Journal, 2023, 74(7): 2898-2907.
序号 | Jo/(m/s) | Jw/(m/s) | Cw |
---|---|---|---|
1 | 0.12~0.13 | 0.10~1.54 | 0.43~0.93 |
2 | 0.24~0.25 | 0.10~1.53 | 0.27~0.86 |
3 | 0.35~0.36 | 0.09~1.52 | 0.20~0.81 |
4 | 0.46~0.47 | 0.08~1.50 | 0.14~0.77 |
5 | 0.56~0.57 | 0.07~1.48 | 0.11~0.73 |
6 | 0.66~0.67 | 0.07~1.47 | 0.09~0.69 |
7 | 0.75~0.76 | 0.05~1.47 | 0.07~0.66 |
8 | 0.84~0.85 | 0.05~1.44 | 0.05~0.63 |
9 | 0.92~0.93 | 0.04~1.41 | 0.04~0.60 |
表1 水平管稠油水润滑减阻实验工况
Table 1 Experimental conditions of water-lubricated heavy oil drag reduction in horizontal pipes
序号 | Jo/(m/s) | Jw/(m/s) | Cw |
---|---|---|---|
1 | 0.12~0.13 | 0.10~1.54 | 0.43~0.93 |
2 | 0.24~0.25 | 0.10~1.53 | 0.27~0.86 |
3 | 0.35~0.36 | 0.09~1.52 | 0.20~0.81 |
4 | 0.46~0.47 | 0.08~1.50 | 0.14~0.77 |
5 | 0.56~0.57 | 0.07~1.48 | 0.11~0.73 |
6 | 0.66~0.67 | 0.07~1.47 | 0.09~0.69 |
7 | 0.75~0.76 | 0.05~1.47 | 0.07~0.66 |
8 | 0.84~0.85 | 0.05~1.44 | 0.05~0.63 |
9 | 0.92~0.93 | 0.04~1.41 | 0.04~0.60 |
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