2021
DOI: 10.18280/ijht.390233
|View full text |Cite
|
Sign up to set email alerts
|

Flow Patterns of Oil-Gas and Pressure Gradients in Near-Horizontal Flow Pipeline: Experimental Investigation Using Differential Pressure Transducers

Abstract: The current investigation aimed to identify pressure gradients and to study the fully developed flow patterns of oil-gas as a blend in a pipe of internal diameter 50 mm and 6 m length with different orientations of 0, 30, and 45-degree. The study was performed at constant values of liquid superficial velocities 0.052, 0.157, 0.262, 0.314, 0.419, and 0.524 m/s, and inlet superficial velocities of gas were ranged from 0.05 to 4.7 m/s at atmospheric pressure. Two pressure transducers located up and downstream wer… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1

Citation Types

0
3
0

Year Published

2022
2022
2023
2023

Publication Types

Select...
3
1

Relationship

2
2

Authors

Journals

citations
Cited by 4 publications
(3 citation statements)
references
References 18 publications
0
3
0
Order By: Relevance
“…Since in the upstream, there are bent sections with complex shapes and structures, plus the influence of the bridge piers, when water flows into the weir mouth, the width of the overflow section near the bridge pier is smaller than the width of the weir, which increases the local head loss and reduces the overflow capacity of the weir at the same time, causing the phenomenon of side contraction, so when calculating the flow rate, the influence of side contraction should be taken into consideration, and the relationship between water level and water flow is quite complicated. The effect of side contraction could be described by the contraction coefficient, then the water flow of nonflooded wide-roof weir without side contraction is [19,20]:…”
Section: Relationship Between Water Level and Water Flowmentioning
confidence: 99%
“…Since in the upstream, there are bent sections with complex shapes and structures, plus the influence of the bridge piers, when water flows into the weir mouth, the width of the overflow section near the bridge pier is smaller than the width of the weir, which increases the local head loss and reduces the overflow capacity of the weir at the same time, causing the phenomenon of side contraction, so when calculating the flow rate, the influence of side contraction should be taken into consideration, and the relationship between water level and water flow is quite complicated. The effect of side contraction could be described by the contraction coefficient, then the water flow of nonflooded wide-roof weir without side contraction is [19,20]:…”
Section: Relationship Between Water Level and Water Flowmentioning
confidence: 99%
“…The validation of using DPT is investigated by Musa et al [17] in a pipe of an internal diameter of 50 mm with different directions; 0, 30, and 45 degrees, they denoted that the pressure in the tested pipe is dropping with the increasing of the void fraction's ratio, also the usage of DPT as a sensor for indicating flow patterns is acceptable with 30-and 45-degrees pipe orientations. The two-phase flow has been investigated experimentally by the authors in [18], [19].…”
Section: Related Workmentioning
confidence: 99%
“…Hence, it is essential to understand the heat transfer process and its thermal performance. Generally, many studies have considered and investigated the two-phase flow in different geometries and different orientations using different approaches such as [3][4][5][6][7][8]. Basically, the heat transfer coefficient and temperature distribution inside the tube are the main parameters that need to be considered.…”
Section: Introductionmentioning
confidence: 99%