Smart Upgrades to Maximize the Use of Existing Produced Water Treatment Facilities for CEOR

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.

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

2018 ◽  
Vol 156 ◽  
pp. 08003 ◽  
Author(s):  
Tutuk Djoko Kusworo ◽  
Danny Soetrisnanto ◽  
Cynthia Santoso ◽  
Tyas Dwi Payanti ◽  
Dani Puji Utomo

Produced water is a wastewater generated from petroleum industry with high concentration of pollutants such as Total Dissolved Solid, Organic content, and Oil and grease. Membrane technology has been currently applied for produced water treatment due to its efficiency, compact, mild and clean process. The main problem of produced water using membrane is fouling on the membrane surface which causes on low permeate productivity. This paper is majority focused on the improvement of anti-fouling performance through several modifications to increase CA membrane hydrophilicity. The membrane was prepared by formulating the dope solution consists of 18 wt-% CA polymer, acetone, and PEG additive (3 wt-%, 5 wt-%, and 7 wt-%). The membranes are casted using NIPS method and being irradiated under UV light exposure. The SEM images show that parepared membrane has asymmetric structure consist of dense layer, intermediete layer, and finger-like support layer. The filtration test shows that PEG addition increase the membrane hydrophilicity and the permeate flux increases. UV light exposure on the membrane improves the membrane stability and hydrophilicity. The imrpovement of membrane anti-fouling performance is essential to achieve the higher productivity without lowering its pollutants rejection.


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