RESEARCH REGARDING THE OPTIMIZATION OF THE REACTION CHAMBERS WITHIN THE WATER TREATMENT PLANTS
Marius-Costin Bichir and
Oana Dimofte
Romaqua, 2014, vol. 92, issue 2, 26-32
Abstract:
Reaction chambers are used in the majority of water treatment plants in Romania and abroad. These are separate or integrated constructions that are positioned at the beginning of the treatment scheme. Reaction chambers types vary by the physical-chemical parameters of raw water and their sizes vary according to the inlet flow. Considering the fact that the treatment plants’ reaction chambers are placed at the beginning of the treatment scheme, their performance directly influences downstream objects (especially clarifiers and filters). Dimensioning of the reaction chambers varies by type, but the end goal is achievement of optimum velocity gradient.
Keywords: reaction; chambers; water; treatment; plants; coagulation-flocculation; velocity; gradient (search for similar items in EconPapers)
Date: 2014
References: Add references at CitEc
Citations:
There are no downloads for this item, see the EconPapers FAQ for hints about obtaining it.
Related works:
This item may be available elsewhere in EconPapers: Search for items with the same title.
Export reference: BibTeX
RIS (EndNote, ProCite, RefMan)
HTML/Text
Persistent link: https://EconPapers.repec.org/RePEc:ris:romaqu:0030
Access Statistics for this article
Romaqua is currently edited by Eduard Stan
More articles in Romaqua from Asociatia Romana a Apei (Romanian Water Association)
Bibliographic data for series maintained by Eduard Stan ( this e-mail address is bad, please contact ).