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Tube Settler - Final

This document provides specifications for designing a tube settler clarifier for a client named Rahul Srivastav with a flow capacity of 3000 cubic meters per day. It includes details like the design flow rate, number and dimensions of settlers, settling area, velocity, and factor of safety. Based on these specifications, it calculates the required plan and volume areas for the tube settler clarifier design.

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rahulkuar
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171 views2 pages

Tube Settler - Final

This document provides specifications for designing a tube settler clarifier for a client named Rahul Srivastav with a flow capacity of 3000 cubic meters per day. It includes details like the design flow rate, number and dimensions of settlers, settling area, velocity, and factor of safety. Based on these specifications, it calculates the required plan and volume areas for the tube settler clarifier design.

Uploaded by

rahulkuar
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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Client: Rahul Srivastav

capacity: 3000cum/d

Flow rate cu.m/d 100


working hour hr. \
Avg. flow rate cu.m/hr
Number of settler Nos 1
Design flow cu.m/hr 0.00
Vertical ht. Of TubeSettler media m 0.75
Shape MMATL Make Hex.-Chevron
Cross section size mm X mm 120 X 44
Settling area sq.m/cu.m 11 13
Angle of inclination degrees 60 55
Settling velocity m/hr 0.6
Factor of safety 0.7
Plan area reqd. sq.m
Vol. Of TUBEDEK/clarifier cu.m
Area of TUBEDEK sq.m 0.00
SLR cu.m/sq.m-hr #DIV/0!
Design SLR cu.m/sq.m-hr 3.50
Area of TUBEDEK required sq.m
Dim. Of TUBEDEK mXm 3.40 3.4
Angle correction m 0.43 SAY 0.44 0.75/tan60
Tank dimension mXm 3.40 x 3.4
Actual Tube plan area sq.m 11.56
Actual Tube volume cu.m 8.67
SLR at design flow cu.m/sq.m-hr 0.00
Water above T.S. Clear water zone m 0.50
Water below T.S. baffle zone m 1.20
Side water depth m 2.45
Free board m 0.30
Tank depth(excl. hopper) m 2.75
Tank Dimension mXmXm 3.4X3.4X2.75
No. of Hoppers 1
Bottom slope degrees 45
TUBEdek volume cu.m 8.67
0.75/tan60

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