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Combined Bio Chemical

The document outlines the specifications for a new Effluent Treatment Plant with a total capacity of 135m3/hr, utilizing a bio-chemical treatment process. It includes details on various tanks such as the Collection Tank, Equalization Tank, and Primary Clarifier Tank, along with their sizes, volumes, and hydraulic retention times. The project is for Anowara Knit Composite Limited and involves multiple engineering consultants.

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ietbd.office
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0% found this document useful (0 votes)
30 views4 pages

Combined Bio Chemical

The document outlines the specifications for a new Effluent Treatment Plant with a total capacity of 135m3/hr, utilizing a bio-chemical treatment process. It includes details on various tanks such as the Collection Tank, Equalization Tank, and Primary Clarifier Tank, along with their sizes, volumes, and hydraulic retention times. The project is for Anowara Knit Composite Limited and involves multiple engineering consultants.

Uploaded by

ietbd.office
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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New Effluent Treatment Plant, Capacity: 90+45 = 135m3/hr.

SN Tank Name Size Free Board Volume HRT Treatment Type: Bio-Chemical Process
01 Collection Tank Existing Tank
02 Equalization Tank Existing Tank
03 Flash Mixing Tank 10'-6"x9'-0"x6'-0" 12m3 5Min Services Water Line
12"
04 Flocc. Mixing Tank 10'-6"x9'-0"x6'-0" 12" 12m3 5Min
Air Supply Line
05 Primary Clarifier Tank 22'-0"x22'-0"x15'-6" 1'-6" 210m3 1.5hr.
06 Filter Feed Tank 17'-0"x5'-6"x18'-0" 1'-6" 140m3 1.0hr.
07 Post Aeration Tank 17'-0"x15'-6"x18'-0" 1'-6" 45m3 18Min FeSO4
Acid BIO-01 Poly
Lime
08
09
10
Total HRT =
Agitator Agitator
100RPM 20RPM
Primary Clarifier Tank

MGF ACF

Tube Pack Media

Natural DO Hadder

Air Blower Machine Flash Mixing Tank G.L

66.0831
Flocculation Tank

Effluent Treatment Plant, Capacity: 90m3/hr. Effluent


To Drain
Existing Process Type: Biological Process Sludge Hopper

66.0831

Sludge Distributor

Water Inlet Pipe


Air Blower Machine pH Control Over Flow Drain
Sludge Dryer Bed
Aeration Line V-Notch
Secondary Clarifier
Return Activated Sludge (RAS)
66.0831

Effluent Treatment Plant, Total Capacity: 3200m3/day


Combined Process: Bio-Chemical

Filter Press Room

Rotary Brush Screen


Filter Press
Bar Screen

G.L

Water Recycle

Lifting Pump Sludge Holding Tank


Distributor Tank Biological Tank Sediment Tank
Equalization Tank Sludge Transfer Pump
Sediment Feeding Tank
Lifting Tank Aeration Line Sludge Sum Pump Tank
Neutralization Tank

CLIENT NAME & ADDRESS CONSULTANT NAME:


Waste Water Treatment Plant for Anowara Knit Composite Limited - -
Engr. Md. Mewanul Kabir
Anowara Knit Composite Limited
Mulayed, Dhaka - Mymensingh Hwy, Mawna Union
Innovative Engineers Engr. Md. Suruz Zaman
Office: Sena Shoping Complex,
Nabinagor,Savar, Dhaka, Bangladesh. Hydraulic Process Flow Drawing for ETP Engr. Md. Maynul Islam 08/10/2021 01
41'-0"

Post Aeration

Primary Clarifier Tank


X X
17'-0"x15'-6"x18'-0"

22'-0"x22'-0"

23'-0"
Filter Feed Tank
17'-0"x5'-6"x18'-0"

Bottom Tank Layout Plan

CLIENT NAME & ADDRESS CONSULTANT NAME:


Waste Water Treatment Plant for Anowara Knit Composite Limited - -
Engr. Md. Mewanul Kabir
Anowara Knit Composite Limited
Mulayed, Dhaka - Mymensingh Hwy, Mawna Union
Innovative Engineers Engr. Md. Suruz Zaman
Office: Sena Shoping Complex,
Nabinagor,Savar, Dhaka, Bangladesh. Bottom Tank Layout Plan Engr. Md. Maynul Islam 08/10/2021 02
6'-6"
X X
Flocc Tank Flash Tank Agitator
Agitator

10'-0"
10'-6"x9'-0"x6'-0" 10'-6"x9'-0"x6'-0" 70-100RPM
20-35RPM

ACF MGF

Operation Space
17'-8"x14'-4"

6'-6"
17'-8" 23'-4"

Top Layout Plan

CLIENT NAME & ADDRESS CONSULTANT NAME:


Waste Water Treatment Plant for Anowara Knit Composite Limited - -
Engr. Md. Mewanul Kabir
Anowara Knit Composite Limited
Mulayed, Dhaka - Mymensingh Hwy, Mawna Union
Innovative Engineers Engr. Md. Suruz Zaman
Office: Sena Shoping Complex,
Nabinagor,Savar, Dhaka, Bangladesh. Top Layout Plan Engr. Md. Maynul Islam 08/10/2021 03
Flocc Tank Flash Tank

6'-5"
3'-4"

24'-3"
14'-6"

14'-6"
20'-0"
18'-6"

G.L
5'-6"

7'-1"
Section of X-X
CLIENT NAME & ADDRESS CONSULTANT NAME:
Waste Water Treatment Plant for Anowara Knit Composite Limited - -
Engr. Md. Mewanul Kabir
Anowara Knit Composite Limited
Mulayed, Dhaka - Mymensingh Hwy, Mawna Union
Innovative Engineers Engr. Md. Suruz Zaman
Office: Sena Shoping Complex,
Nabinagor,Savar, Dhaka, Bangladesh. Section of X-X Engr. Md. Maynul Islam 08/10/2021 04

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