Portfolio

Initial Concept Planning

Wastewater plant is designed based on extended aeration including Anoxic and Aerobic unit with the removal of BOD and Nitrogen. Two modules are considered for this plant with average flowrate 6000 m3/d. Type of agreement for this project is EPC.

Drafts & Revisions

This review has discussed pretreatment system, MLE, disinfection system, Sludge processing unit that can be adopted to use municipal wastewater treatment plant effluent and to reduce the pollution load. Treated wastewater characteristics have been controlled strictly and meet the standard of discharging to surface water.

Other information

The raw waste water is entered to Manual coarse screen with bar space 30 mm and Mechanical fine screen with bar space 5 mm. one Manual Medium screen with bar space 15 mm is considered as mechanical fine screen stand by. Coarse screens are used to protect mechanical fine screens.

Initial Concept Planning

Wastewater plant is designed based on anaerobic (Upflow Anaerobic Baffled Reactor) and aerobic (Sequencing Batch Reactor) biological methods. Two modules are considered for this plant with average flowrate 6500 m3/d. Type of agreement for this project is EPC.

Drafts & Revisions

This review has discussed pretreatment system, Upflow Anaerobic Baffled Reactor, Sequencing Batch Reactor, disinfection system, Sludge processing unit that can be adopted to use municipal wastewater treatment plant effluent and to reduce the pollution load. Treated wastewater characteristics have been controlled strictly and meet the standard of discharging to river.

Other information

The raw wastewater is entered to Manual coarse screen with 50mm bar space and mechanical screen with bar space 20 mm. one Manual screen bar space 20 mm is considered as mechanical screen stand by. The screens are compacted and transferred to rubbish mobile container through belt conveyor. 

Initial Concept Planning

Wastewater plant is designed based on extended aeration including Anoxic and Aerobic unit with the removal of BOD and Nitrogen. Two modules are considered for this plant with average flowrate 7020 m3/d. Type of agreement for this project is EPC.

Drafts & Revisions

This review has discussed pretreatment system, Extended Aeration, disinfection system, Sludge processing unit that can be adopted to use municipal wastewater treatment plant effluent and to reduce the pollution load. Treated wastewater characteristics have been controlled strictly and meet the standard of discharging to surface water.

Other information

The raw wastewater is entered to manual coarse screen with bar space 40 mm and Mechanical fine screen with bar space 10 mm. one Manual screen with bar space 20 mm is considered as mechanical fine screen stand by. Coarse screens are used to protect mechanical fine screens.

Initial Concept Planning

After conducting a feasibility study to assess the advantages and disadvantages of different process methods, Advanced Sequencing Batch Reactor method with capability of BOD and Nitrogen removal has been chosen. Type of agreement for this project is BOT (Build-operation-transfer).

Drafts & Revisions

This review has discussed pretreatment system, Advanced Sequencing Batch Reactor, disinfection system, Sludge processing unit in order to use municipal wastewater treatment plant effluent and to reduce the pollution load. Treated wastewater characteristics have been controlled strictly and meet the standard of discharging to River.

Other information

Raw wastewater is entered the treatment plant at inlet structure by two corrugate PE pipes DN1000 and DN600. This structure is equipped with Inlet structure sluice gate and bypass sluice gate for transferring of wastewater to W.W treatment plant or bypass line.