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~250 m³/d oily wastewater treatment system for a transport facility

Proposed treatment for segregated oily wastewater from tanks, pipelines, drainage areas and domestic flows, subject to client data.

Project Background

The client-supplied design basis is ~250 m³/d for mixed oily process water, wash water, contaminated drainage, bilge-type water, stormwater and domestic sewage. Target parameters include mineral oil, detergents, pH, BOD₅, TOC, turbidity, total phosphorus and total nitrogen. Flow variation, source composition, applicable discharge requirements and the reviewed process drawings remain to be confirmed.

Our Solution

The proposed solution combines source segregation, coarse screening, oil interception, equalisation, controlled pH adjustment, coagulation, dissolved air flotation, anoxic and aerobic biological treatment, membrane bioreactor filtration, conditional polishing and disinfection. This arrangement addresses free oil, emulsified oil, detergents, biodegradable organics, nutrients and suspended solids. Floating oil and separated sludge require bunded collection and licensed disposal, while membrane cleaning waste and any tertiary-treatment concentrate require controlled handling. Final unit selection, tankage, chemical dosing, aeration, membrane configuration, polishing steps and disinfection will be adjusted after source sampling, flow review and assessment of the supplied drawings and applicable requirements.

What We Asked First

Please confirm the design flow basis, operating hours, peak and batch discharges, source segregation, sampling results, discharge destination and applicable standard, together with plot area, power supply, hazardous-area classification and treatment scope.

Proposed Process Train

  1. 1Source segregation and flow equalisation
  2. 2coarse screening and oil interception
  3. 3equalisation and pH adjustment
  4. 4coagulation and dissolved air flotation
  5. 5anoxic and aerobic biological treatment
  6. 6membrane bioreactor filtration
  7. 7tertiary polishing and disinfection
  8. 8sludge dewatering and controlled disposal

For Similar Projects

Prepare source-by-source flow and sample data, oily wastewater characteristics, drainage plans, utility information, hazardous-area details and the required discharge basis before detailed sizing and performance validation.

Ref. A-027. Client identity is withheld under our client-confidentiality policy. Capacity is shown as a capacity class (design value rounded up to the next 5 at its second significant digit).

How We Deliver

Projects of this type are delivered in the nine stages below. Installation, commissioning and other on-site stages follow each contract's scope. Every stage within our scope produces a written record that we keep on file.

  1. 1 Design basis confirmationAverage and peak flow, influent or gas data, discharge or reuse target Record producedDesign basis sheet
  2. 2 Process & mechanical designProcess calculations, equipment selection, layout and piping Record producedCalculation book, P&ID, general arrangement
  3. 3 Manufacturing & quality controlMaterial and in-process inspection of the main equipment Record producedMaterial & QC records
  4. 4 Factory acceptance test (FAT)Trial run against the design parameters before dispatch Record producedFAT record
  5. 5 Packing & dispatchPacked, marked and shipped against the equipment list Record producedPacking list
  6. 6 Installation or supervisionPer contract scope Record producedInstallation record
  7. 7 CommissioningStart-up, parameter tuning and interlocks Record producedCommissioning log
  8. 8 Performance verificationEffluent or emission checked against the design basis Record producedPerformance test record
  9. 9 Training, handover & after-salesOperator training, document handover, after-sales support Record producedO&M manual, training record

Planning a similar project? Start with these six parameters

  1. FlowDaily average and peak (m³/day and m³/h)
  2. Influent qualityCOD, BOD₅, TSS, pH and anything unusual
  3. Discharge targetThe standard you must meet, or the reuse purpose
  4. Operating hoursContinuous or batch; seasonal changes
  5. Site & civil scopeFootprint, power supply, who builds the tanks
  6. Project stageBudgeting, tender, or ready to order

Send your parameters — initial process recommendation within 24 hours

Frequently Asked Questions

This project is listed in the ~250 m³/d capacity class: the design value rounded up to the next 5 at its second significant digit. Exact design values are not published.
The process train under assessment is: Source segregation and flow equalisation → coarse screening and oil interception → equalisation and pH adjustment → coagulation and dissolved air flotation → anoxic and aerobic biological treatment → membrane bioreactor filtration → tertiary polishing and disinfection → sludge dewatering and controlled disposal.
Yes. Send us your daily and peak flow, influent quality, discharge or reuse target, operating hours and site constraints, and our engineers will reply with an initial process recommendation within 24 hours.

Planning a similar project?

Share your flow, influent quality and discharge target — our engineers respond within 24 hours.

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