WABAG to build produced water treatment plant for Romanian oilfield

2015 ◽  
Vol 2015 (1) ◽  
pp. 2
2010 ◽  
Vol 45 (5) ◽  
pp. 744-751 ◽  
Author(s):  
Ruyin Liu ◽  
Dong Li ◽  
Yingxin Gao ◽  
Yu Zhang ◽  
Song Wu ◽  
...  

2013 ◽  
Vol 14 (1) ◽  
pp. 165-172 ◽  
Author(s):  
J. Lohwacharin ◽  
Y. Yang ◽  
N. Watanabe ◽  
A. Phetrak ◽  
S. Takizawa

Water utilities in Japan want to reduce residual chlorine levels so as to reduce disinfection byproducts and the chlorine smell, but bacterial regrowth is a concern. In advanced water treatment plants using ozonation and biological activated carbon (BAC), BAC plays the most important role in reducing assimilable organic carbon (AOC). Therefore, we analyzed the removal of dissolved organic matter (DOM) and AOC by full-scale BAC filters with different operational periods. Seasonal variation in AOC in raw water was wide, with a maximum of 306 μg acetate-C/L in November, and ozonation increased AOC. Nonetheless, BAC filters that had operated for 6 years produced water with lower AOC than ones with shorter operational periods, although they released a small amount of aromatic DOM. A diagram was constructed to derive the required levels of residual chlorine for no bacterial regrowth at various AOC levels of BAC effluents, which were linked with the operational periods of BAC filters and AOC in the ozonation effluents. Although BAC filters operated for longer than 100 weeks can effectively reduce AOC, lowering AOC levels in the ozonation effluent was indispensable for preventing bacterial regrowth in the water supply network at lower levels of residual chlorine than at present.


2021 ◽  
Author(s):  
Stefan Grottendorfer ◽  
Rainer Kadnar ◽  
Günter Staudigl

Abstract The maximum use of existing surface produced water treatment (PWT) facilities is a prerequisite for an economic chemical enhanced oil recovery (cEOR) in mature fields, as the erection of additional dedicated polymer treatment facilities can seriously harm the project's business case. These existing facilities often exhibit a reliable design, but do not necessarily fulfill the requirements of treating back-produced polymer. An optimization of installed facilities based on prior assessment of limitations is a way to upgrade facilities with regard to future EOR operations. Since its start-up in 2015, the main PWT plant comprised three separation stages: corrugated plate interceptors (CPIs), dissolved gas flotations (DGFs) and nutshell filters (NSFs). The plant processes up to 1,200 m3/h of conventional produced water at the Matzen field in Austria. Additionally, in 2009 a polymer injection pilot was initiated, with continuous polymer injection started in 2012, and now produces a segregated water stream containing back-produced polymer. Prior field tests with a pilot scale water treatment plant indicated operational issues with the existing set-up of facilities and the flotation chemicals used, with increasing polymer concentrations. At the end of 2018, severe injectivity issues were observed at injectors which were supplied with commingled conventional and polymer containing produced water. These were caused by a chemical interaction between the partially hydrolyzed polyacrylamide (HPAM) and alumina-based water clarifiers, which were applied in the dissolved gas flotation, finally leading to a loss of production. Therefore, a strict segregation of polymer and conventional streams at the common well network has been developed and established, where the separated streams could be injected into different parts of the injection system without any issues. This experience pointed out the future risks and hurdles of an economic cEOR full field roll-out where up to 200 ppm back-produced polymer at all surface treatment facilities is expected. Several studies were performed to identify alternative technologies able to treat polymer containing water. A business case driven option was to initiate an optimization program to develop smart upgrades and ensure maximum use of the existing PWT facilities. The main task was to substitute or stop the current poly-aluminum chloride-based coagulant in the DGF with a dosage of 40 to 60 ppm due to its unfavorable interactions with the back-produced HPAM. A technology assessment, comprehensive measures and economic retrofits of the installed gas dissolving units, the circulation cycle and bubble injection points resulted in a 200% higher flotation bubble bed density. Thanks to these improvements, the dosage of water clarifiers could be stopped, accomplishing similar or even better PWT performance values. In addition to the operational savings achieved, the existing treatment plant can now be used to treat cEOR fluids, as first tests with up to 59 ppm of back-produced polymer proved. Considering this new opportunity, a customized and economic modular cEOR debottlenecking concept was developed.


2019 ◽  
Vol 10 (1) ◽  
pp. 16
Author(s):  
V. MANE-DESHMUKH PRASHANT ◽  
B. MORE ASHWINI ◽  
B. P. LADGAOKAR ◽  
S. K. TILEKAR ◽  
◽  
...  

2017 ◽  
Vol 16 (10) ◽  
pp. 2303-2315 ◽  
Author(s):  
Djamel Ghernaout ◽  
Abdelmalek Badis ◽  
Ghania Braikia ◽  
Nadjet Mataam ◽  
Moussa Fekhar ◽  
...  

2008 ◽  
Author(s):  
Angelina Johnston ◽  
Kevin O'Connor ◽  
Todd Criswell

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