Choice of bottom-hole filter construction fluid filtration

DOI

10.2991/aime-18.2018.52How to use a DOI?

Keywords

hydraulic, loss, resistance, inlet area, frame, block

Abstract

Determination of filters resistance value filtering surface and block types is rather difficult mathematically. It is caused by a great amount of parameters influencing cage filtration capacity. In net filters the type of weaving, they are different: wire diameter strand and the base, different diameters in horizontal and vertical planes, frame construction which is considered a unit with the net. In block constructions they homogeneity of particles composition, filtration cage thickness geometry of filtration channels etc. That is why estimate efficiency of these filters by their permeability. The perspective are frame-filters with horizontal resistance and gaps interference effect are less. that thanks to peculiarities of screen construction the inlet area is greater than in other constructions with the same minimal value of holes sizes. Recommendations on inlet area and should take into account factors of well production rate fluid viscosity, granular composition of layers the bottom-hole zone, clogging and bridging of the deposits.

Copyright

© 2018, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Marat Yakhievich Khabibullin
AU  - Rustem Iskhakovich Suleimanov
PY  - 2018/04
DA  - 2018/04
TI  - Choice of bottom-hole filter construction fluid filtration
BT  - Proceedings of the International Conference "Actual Issues of Mechanical Engineering" (AIME 2018)
PB  - Atlantis Press
SP  - 272
EP  - 275
SN  - 2352-5401
UR  - https://doi.org/10.2991/aime-18.2018.52
DO  - 10.2991/aime-18.2018.52
ID  - Khabibullin2018/04
ER  -