GE P&W Mobile Water Treatment Systems - M-PAK Mobile Filtration System User Manual
M-pak* mobile filtration system, Pressurized uf for water applications, Description and use
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Fact Sheet
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FSmobMPAK_EN.doc Dec-12
M-PAK* Mobile Filtration System
Pressurized UF for Water Applications
Description and Use
The GE Mobile Water M-PAK* Filtration System pro-
vides quick and easy service to meet the needs of
water users. Units are available for emergency,
supplemental, or long-term requirements.
Typical Applications
Iron and Manganese removal from groundwa-
ter sources
Removal of TSS and organics for reuse of pro-
cess and waste waters.
Replacement of clarifiers
Pretreatment for Reverse Osmosis
High-quality feed water enables RO systems to
operate at peak performance with reduced
fouling and less cleaning
Simplify overall pretreatment process
Protect RO membranes from upset caused by
highly variable raw water quality; improves flux
rate, reduces cleaning, and extends DI resin and
RO membrane life
Tertiary Filtration
Meet or exceed increasingly stringent water
treatment requirements
Enhance treated effluent quality from second-
ary wastewater treatment process
Easily augment or replace underperforming
granular media with advanced membranes
Restore wastewater to high-quality treated ef-
fluent that can be safely reused for irrigation,
aquifer recharge, or process water
Key Design Features
The M-PAK mobile filtration system is a trailer-
enclosed system designed for quick deployment
and configured to produce up to 1,400,000 US gpd
(5450 m
3
/d) of water filtered from a variety of
influent water sources. The system includes
continuous monitoring instrumentation, including
pressure, flow, temperature, and water quality,
ensuring optimal operation.
Membrane Modules
Membrane Model ……………………………… ZeeWeed* 1500
Style ..................................... Pressurized UF Hollow Fiber
Manufacturer ........................................................................ GE
Typical Treated Water Results
TSS .................................................................................. ≤ 1 mg/L
Turbidity ................................................................... ≤0.1 NTU
**
Silt Density Index .............................................................. ≤ 3
TOC ……………………………………………………..40–70%removal
†‡
** 95% of the time
† Pretreatment Required
‡ TOC and color removal is dependent on raw water quality