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TECHNICAL ASSESSMENT OF PRODUCED WATER TREATMENT TECHNOLOGIES

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TECHNICAL ASSESSMENT OF PRODUCED WATER TREATMENT TECHNOLOGIES ( technical-assessment-produced-water-treatment-technologies )

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RPSEA Project 07122-12 TECHNICAL ASSESSMENT OF PRODUCED WATER TREATMENT TECHNOLOGIES 1st Edition Table 48. Summary of technical assessment for GeoPure Water Technologies, LLC. Criteria Energy consumption Life cycle Description/Rationale Energy consumption was not report for this system. No data is currently available Infrastructure considerations Depending on the type of pretreatment needed, foot print size will vary. The average footprint will be larger than typical RO system on account of pretreatment needs such as chemical storage and settling basin for coagulation/flocculation. System mobility is reduced compared to conventional RO systems. Coagulation/flocculation is a contributing factor to lack of mobility. Chemicals Chemical such as Alum or FeCl3 or similar coagulants may be necessary for pretreatment. RO system may require scale inhibitor. Also, chemicals necessary for membrane cleaning would be similar to those reported previously for RO and UF. O&M considerations System employs standard automation for RO and UF systems. System may require moderate oversight to ensure proper operation of the coagulation/flocculation sludge and RO brine management systems. Level of flexibility: Able to adapt to various feed water types on account of pretreatment options. Level of robustness: 60-day field test of semi-continuous operation showed no permanent fouling of the membranes. Level of reliability: UF and RO systems operate semi-continuously with automated, short duration chemical rinses or osmotic backwashing (for RO). Types of energy required: electrical. Overall costs Pre-and post treatment Concentrate management or waste disposal Capital costs are unpublished, while operation and management costs for the Barnett Shale Trend study seen above were found to be $0.94/bbl. pH adjustment and remineralization may be required. Concentrate treatment is required on account of relatively low recovery rate. Sludge from the sedimentation basin will require dewatering and landfill application. Excellent – Multiple pretreatment options provide system with considerable flexibility. Back to the list of technologies Applicability for produced water treatment Note: 1 barrel = 42 US gallons 129

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