Presented By:

- Damandeep Singh (6888933)

- Farbod Daliri (7094183)

- Rutul Satyapanthi (6636942)

Design Comparison for Khvaf city Wastewater treatment plant

Introduction to Environmental Engineering (CIVI 6611)

Presented To:

Dr. Maria Elektorowicz

Outline

Introduction and details

Two possible options

Membrane Bio Reactor(MBR)

University of Cape Town (UCT)

Comparison

Conclusion

Introduction & Details

Khvaf City

Current population 29400

Increment in population = 5.41% / Year

Simulation by GPS-X

Calculations of design flow rate

Two Options

Membrane Bio Reactor(MBR)

University of Cape Town(UCT)

Membrane Bio Reactor(MBR)

Membrane Bio Reactor(MBR)

Membrane Bio Reactor(MBR)

Materials Influent(mg/l)

Effluent(mg/l)

%Removal

COD 200 12.55 93.73

CBOD5 111.5 0.928 99.16

TKN 33 0.976 97.04

TSS 111.5 0.502 99.54

TP 7.1 0.683 90.38

University of Cape Town(UCT)

University of Cape Town(UCT)

University of Cape Town(UCT)

Materials Influent(mg/l)

Effluent(mg/l)

% Removal

COD 200 24.67 87.67

CBOD5 111.5 5.083 95.44

TKN 33 2.454 92.56

TP 7.1 0.871 87.77

TSS 111.5 10.47 90.60

Comparison

Materials Influent(mg/l)

Effluent(mg/l) (MBR)

Effluent(mg/l)(UCT)

COD 200 12.55 24.67

CBOD5 111.5 0.928 5.083

TKN 33 0.502 10.47

TP 7.1 0.976 2.454

TSS 111.5 0.683 0.871

Conclusion

Cost

Labor

Quality of effluent

Electricity

Questions…???

Merci..!!