Municipal Sewage Solution: Process Trains And Modular Tankage

A municipal sewage solution pairs a UBF (upflow blanket filter) with an A2/O (anaerobic-anoxic-oxic) train inside modular GFS tanks. This combination removes COD, nitrogen, and phosphorus to discharge limits. A documented 1,800 m3/day plant cut COD from 1,000 to 100 mg/L and total phosphorus from 10 to 2 mg/L.

The Municipal Pollutant Profile

Domestic sewage carries COD, BOD, suspended solids, ammonia nitrogen, and phosphorus. Biological nutrient removal needs distinct zones: anaerobic for phosphorus release, anoxic for denitrification, and oxic for nitrification and phosphorus uptake.

Why UBF Plus A2/O

The UBF gives compact, high-rate solids contact ahead of the A2/O, which then handles nitrogen and phosphorus in sequenced zones. Modular GFS tanks let the plant be built in phases as the served population grows.

ZoneFunctionRemoves
UBFHigh-rate contactCOD, solids
AnaerobicP-releaseSets up P removal
AnoxicDenitrificationTotal nitrogen
OxicNitrification, P-uptakeNH3-N, TP

Project Case Study: Ghana Domestic Sewage Treatment Project

Project / Application: Municipal domestic sewage, Ghana. Industry: Municipal. Process: UBF + A2/O + sedimentation. Key Requirements: Reliable nutrient removal to discharge.

FieldValueSource / Evidence
Daily Treatment Volume1,800 m3/dayCompany project reference
Reactor TypesUBF + A2/O + SedimentationCompany project reference
UBF Tank1 set, Ø11.46 x 9.6 mCompany project reference
Secondary Sedimentation1 set, Ø14.52 x 4.8 mCompany project reference
A2/O Tanks2 sets (outer Ø20.64 x 6.6 m)Company project reference
Installation Year2021Company project reference
ItemInfluentEffluent
COD Cr1,000 mg/L100 mg/L
BOD5500 mg/L25 mg/L
Ammonia N30 mg/L10 mg/L
SS400 mg/L25 mg/L
Total P10 mg/L2 mg/L
pHNot specified6.5 - 9.0

About The Supplier

Shijiazhuang Zhengzhong Technology Co., Ltd (Center Enamel) builds modular GFS tanks for municipal sewage, with enamel firing at 820-930 C and ISO 9001, NSF/ANSI 61, CE-EN 1090, and ISO 28765 certification for potable-adjacent service.

Comparison: Nutrient Removal Trains

TrainFootprintNutrient Strength
UBF + A2/OCompactStrong N and P
Extended aerationLargerModerate N/P
MBRSmallestHighest quality

Match the process zones to the nutrient limits, then wrap them in modular GFS tanks sized to the community's daily flow and growth path.

Frequently Asked Questions

Q1: What process removes nitrogen and phosphorus? A1: An A2/O train with anaerobic, anoxic, and oxic zones, often preceded by a UBF.
Q2: What tankage suits municipal sewage? A2: Modular GFS tanks for UBF, A2/O, and sedimentation stages.
Q3: How small can a sewage plant be? A3: Package plants start at hundreds of m3/day; the referenced plant treats 1,800 m3/day.
Q4: What effluent is achievable? A4: Documented results reached COD 100, BOD 25, NH3-N 10, and TP 2 mg/L.
Q5: Why modular GFS? A5: It lets capacity grow with the population without a concrete rebuild.
Q6: What certifications matter? A6: ISO 9001, NSF/ANSI 61, CE-EN 1090, ISO 28765.
Q7: How is sludge handled? A7: Sedimentation concentrates solids for separate stabilisation and dewatering.
Q8: Is UBF the same as UASB? A8: Both are upflow blankets; UBF uses a filter medium for stronger solids retention.

Request a municipal sewage process and tankage scope for your community flow, or contact an engineer to review nutrient limits.