Latest revision as of 09:52, 8 February 2021

Abstract

Sand erosion is a severe problem that many oil and gas producers have to deal with. Therefore, it is desirable to have a model that can predict erosion for various operating conditions. Predicting erosion is a complex problem due to the number of parameters that are involved. The complexity of predicting erosion increases when producing or transporting multiphase fluids through pipelines. It is well known that the characteristics of multiphase flow affect sand erosion in the pipelines. This work specifically concentrates on investigating multiphase-slug characteristics using a measurement technique based on Wire Mesh Sensor. A 16 × 16 dual Wire Mesh Sensor is installed before a standard 76.2 mm (3-inch) elbow for a horizontally oriented pipe. The distance by which the dual Wire Mesh Sensors are separated is 32 mm. The local void fraction is extracted where horizontal and vertical wires of the sensor intersect, utilizing the differences in conductance between gas and liquid as they pass through the crossings of the wires. The fluids used in these multiphase experiments were air and either water or water-Carboxy Methyl Cellulose mixture to increase the liquid viscosity. Experiments were conducted, where superficial gas velocity ranged from 9.1 m/s to 35 m/s, and superficial liquid velocity was 0.76 m/s. Three different liquid viscosities (1 cP, 10 cP and 40 cP) were used for performing the experiments. The void fraction data obtained using the dual Wire Mesh Sensors is utilized to achieve the interfacial velocities of the liquid slug. Further analysis of the data is conducted to obtain other slug characteristics such as the liquid slug body length distribution and frequency of the slugs. Additionally, liquid slug fronts and slug tails were identified. The differences in the characteristics of slug flow and pseudo-slug flow are addressed. Finally, the slug characteristics were utilized in order to enhance the understanding of sand particle impact velocities with the pipe wall and the resulting erosion in the horizontal pipelines and elbow.Copyright © 2013 by ASME

Original document

The different versions of the original document can be found in:

• https://www.hzdr.de/publications/Publ-18263-1

• http://proceedings.asmedigitalcollection.asme.org/proceeding.aspx?articleid=1790052,

https://asmedigitalcollection.asme.org/FEDSM/proceedings/FEDSM2013/55560/V01CT17A007/229089,

https://proceedings.asmedigitalcollection.asme.org/proceeding.aspx?articleid=1790052,

https://academic.microsoft.com/#/detail/2233772122

• http://proceedings.asmedigitalcollection.asme.org/proceeding.aspx?doi=10.1115/FEDSM2013-16165,

http://dx.doi.org/10.1115/fedsm2013-16165