Sanitary Eng. Homework no.4 The results of the settling column analysis are shown in the table for time = 70 min. Design is circular clarifier to treat 360 m/ hr flow of 250 mg/l suspended solids concentration and 100 NTU turbidity. Determine 1- overall removal efficiency (%) and SS of the effluent (mg/l) 2-Diameter (m) and depth (m) of the clarifier. Height (m) 0.5 1.0 1.5 2.0 % Removal 100 94 85 79 74
Sanitary Eng. Homework no.4 The results of the settling column analysis are shown in the table for time = 70 min. Design is circular clarifier to treat 360 m/ hr flow of 250 mg/l suspended solids concentration and 100 NTU turbidity. Determine 1- overall removal efficiency (%) and SS of the effluent (mg/l) 2-Diameter (m) and depth (m) of the clarifier. Height (m) 0.5 1.0 1.5 2.0 % Removal 100 94 85 79 74
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Sanitary Eng. Homework no.4
The results of the settling column analysis are shown in the table for time = 70 min.
Design is circular clarifier to treat 360 m/ hr flow of 250 mg/l suspended solids
concentration and 100 NTU turbidity. Determine 1- overall removal efficiency (%) and SS
of the effluent (mg/l) 2-Diameter (m) and depth (m) of the clarifier.
Height (m)
0.5
1.0
1.5
2.0
% Removal
100
94
85
79
74](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F23b74639-c509-4c45-a518-8b6068b04429%2F673cc80a-f8e2-4656-87e3-42c24f7eb1cd%2Fpjt4qzk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Sanitary Eng. Homework no.4
The results of the settling column analysis are shown in the table for time = 70 min.
Design is circular clarifier to treat 360 m/ hr flow of 250 mg/l suspended solids
concentration and 100 NTU turbidity. Determine 1- overall removal efficiency (%) and SS
of the effluent (mg/l) 2-Diameter (m) and depth (m) of the clarifier.
Height (m)
0.5
1.0
1.5
2.0
% Removal
100
94
85
79
74
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