Dppw Oasis

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SSENG’ s OASIS Containerized Potable Wat er Plan t Comparison of Performance Process Retention time (Min) Chemical Dosing ratio(%) Turbidity of DPPW 10 65 324.1 0.37 Conventional Type 300 100 324.1 1.0 Data by SG LANGAT WTP(MALAYSIA) : ‘10.3.1 ~ 4.30 DPPW-150 DPPW-5000 SSENG's OASIS is the brand name of SSENG's water treatment system using fiber filters. The DPPW(Double stage PCF filter for Portable Water)process is one model of SSENG's OASIS . This process can produce potable water from the surface water like river by direct filtration with coagulation using two PCF(Pore Controllable Fiber) filters connected serially. single stage for low turbidity(30NTU) of the raw water and with double stage for its high turbidity. SSENG' s OASIS ? R R With comparison of the conventional process, HRT of DPPW is 1/30, construction and operation cost is below 2/3 and removal efficiency is around 99.9% (5000.5NTU). DPPW should install containerized type up to 5,000 m /d, and over 5,000 m /d should be designed general concept. The filtrate of the DPPW 3 3 PCF Filter NET No.62 : Certificate by ministry of Environment of Korea process satisfies standard of drinking water with

Transcript of Dppw Oasis

Page 1: Dppw Oasis

SSENG’s “OASIS”

ContainerizedPotable Wat er Plan t

Comparison of Performance

Process Retention time(Min)

Chemical Dosingratio(%)

Turbidity of

DPPW 10 65 324.1 → 0.37

Conventional Type 300 100 324.1 → 1.0

※Data by SG LANGAT WTP(MALAYSIA) : ‘10.3.1 ~ 4.30▲ DPPW-150

▲ DPPW-5000

SSENG's OASIS is the brand name of SSENG's watertreatment system using fiber filters. The DPPW(Double stagePCF filter for Portable Water)process is one model of SSENG'sOASIS . This process can produce potable water from thesurface water like river by direct filtration with coagulationusing two PCF(Pore Controllable Fiber) filters connectedserially.

single stage for low turbidity(30NTU) of the raw water and withdouble stage for its high turbidity.

SSENG's OASIS ?R

R

With comparison of the conventional process, HRT ofDPPW is 1/30, construction and operation cost is below 2/3 and removal efficiency is around 99.9% (500→0.5NTU). DPPWshould install containerized type up to 5,000 m /d, and over5,000 m /d should be designed general concept. The filtrateof the DPPW

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※PCF Filter NET No.62 : Certificate by ministry of Environment of Korea

process satisfies standard of drinking water with

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www.s-seng.com /www.ssecor.com / E-mail. [email protected]. 82-51-304-3531 / Fax. 82-51-304-3539Head office . 392-7 Deokpo Dong Sasang Gu, Busan, Korea, 617-040Branch office. 101-917 HANSOL Central Park, 1048-3 Hogye-dong,

Dongan-gu, Anyang-si, Gyeonggi-do, Korea, 431-080

Advantage of DPPW plant

Compact size

Excellent filtrate quality

Low level for chemical dosing rate

Full automatic operation

The DPPW process is very compact as 1/30 of the conventional, itsfoot print is very small, and so the construction cost is low.

The DPPW process can filter from 500 NTU of the raw water to around0.5 NTU (99.9%) directly.

Coagulant dosing rate of the DPPW process is below 2/3 of theconventional, since it can filtrate over 5㎛ particles.

The DPPW process can be automatically controlled by MMIincluding coagulant dose and backwash.

Minimum lead time Delivery term of the DPPW is 1/2 of the conventional, since itsmajor parts are stocked and installation works is minimized.

Specification of DPPW plant

Model DPPW-150 DPPW-300 DPPW-625 DPPW-1250 DPPW-2500 DPPW-5000

Capacity(m3/d) 150 300 625 1250 2500 5000

Container Size(W × L × H) 2.5 × 3.0 × 2.5 2.5 × 4.0 × 2.5 2.5 × 6.0 × 2.5 2.5 × 9.0 × 2.5 2.5 × 12.0 × 2.5 2.5 × 12.0 × 5.2

Filters(Unit × Set) PCF 150 × 2 PCF 300 × 2 PCF 300 ×4 PCF 300 × 8 PCF 300 × 16 PCF 625 × 16

Comparison of RetentionTime(Volume)

Process Coagulation Flocculation Filtration Total Time

DPPW Instant 5.0(2.5 × 2) No Need 5.0(2.5 × 2) 10(1)

Conventional Type 15 15 240 30 300(30)

(UNIT : Min.)

▲ Screen tank ▲Coagulation tank ▲ Chemical supplier ▲ PCF Filter set ▲ Upper side of filter ▲ Control panel

○ The data may be changed without advance notice to enhance the performance.○ Inhabitants : Requirement water amount = 200 ℓ/person·day

Inhabitants(persons) 750 1,500 3,125 6,250 12,500 25,000