ANA Gamberi Garrison, Jalalabad, Afghanistan / (2008) - W917PM-08-C-009

The nature of this project was Waste water treatment of “ANA BRIGADE FACILITIES-JALAL ABAD AFGAHNISTAN” that was designed in according with the influent quantity and quality of waste water and effluent criteria. The selected system for the treatment is chosen as pond.

ANA Gamberi Garrison, Jalalabad, Afghanistan / (2008) - W917PM-08-C-009

  • Client: US Army Corps of Engineers
  • Prime: Omran Holding
  • Sub Contractor: GreenTech

The nature of this project was Waste water treatment of “ANA BRIGADE FACILITIES-JALAL ABAD AFGAHNISTAN” that was designed in according with the influent quantity and quality of waste water and effluent criteria. The selected system for the treatment is chosen as pond. As per scope of work, this system is designed for 9000 people and this system used water 155 Liters per Capita per Day. Influent BOD and influent TSS for this system was considered as200 mg/l. as the total sewage flow (average flow rate was 1116 M3/day.

Narrative

  • Electrical Power Connection(s)
  • Sanitary Sewer Collection System
  • Water Supply Connection for WWTP
  • Communication System for WWTP Site
  • Access Road, Walkways and Parking

Design and Construction of a Wastewater Treatment Plant to include:

  • Influent Pump Station
  • Headwork
  • Administration/Laboratory/
  • Chlorination Bldg
  • Aeration and Settling Ponds
  • Polishing Pond
  • Water Tanker Filling Station
  • Plant Effluent Drainage Channel
  • Sludge Pump Station
  • Sludge Drying Beds
  • Stormwater management system
  • Plant Startup and Operator Training

Design Parameters for the WWTP


Influent Characteristics of Wastewater:
  • BOD5 – 400 mg/L
  • TSS –400 mg/L
  • Fecal Coliform – 108 MPN /100 mL
Effluent Criteria Limitations:
  • BOD5
  • The 30-day average will not exceed 30 mg/L.
  • The 7-day average will not exceed 45 mg/L.
  • CBOD5 may be substituted for BOD5. In those cases the following limits will apply:
  • 30-day average will not exceed 25 mg/L.
  • The 7-day average will not exceed 40 mg/L.
Sewer Collection Type: gravity sewer
WWTP Type: lagoon system
Unit of WWTP: aeration pond, setting pond, chlorination system, drying bed, influent lift station, sludge lift station, control building and drying beds.

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ANA Gamberi Garrison, Jalalabad, Afghanistan

The nature of this project was Waste water treatment of “ANA BRIGADE FACILITIES-JALAL ABAD AFGAHNISTAN” that was designed in according with the influent quantity and quality of waste water and effluent criteria. The selected system for the treatment is chosen as pond.

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