A sewage treatment plant for a town with 120000 population and water average temperature of 20'C should be designed. You are asked to design a coagulation/rapid mixer and a flocculation tank with horizontal shaft paddle. The jar tests suggest average G-value of 30 (m/s)/m, minimum water residence time of 1500 seconds and GT value from 55000 to 90000. The flocculation tank should include 3 compartments with similar compartments' geometry aspects separated using baffles partitions. The width of each flocculation tank should not exceed 7 meters due to some constraints highlighted by the project's mechanical engineers about the maximum length of each shaft. Determine: 1- The volume and dimension and power requirement of the cylindrical rapid mixer 2- The flocculation tank dimension 3- Required power for each flocculation mixer 4- The paddle wheel dimension 5- Rotational speed of each mixers (Check if the speeds are acceptable) 6- Baffle size and distribution 7- Write about any ethical concerns about your design especially if you decide to directly build the tank and mixers

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Question:
A sewage treatment plant for a town with 120000 population and water average temperature of 20 °C
should be designed. You are asked to design a coagulation/rapid mixer and a flocculation tank with
horizontal shaft paddle. The jar tests suggest average G-value of 30 (m/s)/m, minimum water residence
time of 1500 seconds and GT value from 55000 to 90000. The flocculation tank should include 3
compartments with similar compartments' geometry aspects separated using baffles partitions. The
width of each flocculation tank should not exceed 7 meters due to some constraints highlighted by the
project's mechanical engineers about the maximum length of each shaft.
Determine:
1- The volume and dimension and power requirement of the cylindrical rapid mixer
2- The flocculation tank dimension
3- Required power for each flocculation mixer
4- The paddle wheel dimension
5- Rotational speed of each mixers (Check if the speeds are acceptable)
6- Baffle size and distribution
7- Write about any ethical concerns about your design especially if you decide to directly build the tank
and mixers.
Transcribed Image Text:Question: A sewage treatment plant for a town with 120000 population and water average temperature of 20 °C should be designed. You are asked to design a coagulation/rapid mixer and a flocculation tank with horizontal shaft paddle. The jar tests suggest average G-value of 30 (m/s)/m, minimum water residence time of 1500 seconds and GT value from 55000 to 90000. The flocculation tank should include 3 compartments with similar compartments' geometry aspects separated using baffles partitions. The width of each flocculation tank should not exceed 7 meters due to some constraints highlighted by the project's mechanical engineers about the maximum length of each shaft. Determine: 1- The volume and dimension and power requirement of the cylindrical rapid mixer 2- The flocculation tank dimension 3- Required power for each flocculation mixer 4- The paddle wheel dimension 5- Rotational speed of each mixers (Check if the speeds are acceptable) 6- Baffle size and distribution 7- Write about any ethical concerns about your design especially if you decide to directly build the tank and mixers.
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