1. Calculate the volume and weight of sludge generated per day in circular primary settling tam chemical coagulation. Find HRT of tank also. Data given as: Wastewater flow: 10000 m³/d FeCl3 added in PST: 500 mg/L Overall particle removal efficiency: 80% Sludge's specific gravity: 1.05 Assume STANDARD chemical reactions and their product's behavior (if any). TSS in influent: 1100 mg/L Ca(OH)2 added in PST: 400 mg/L PST depth: 3 m Sludge's moisture content: 95%

Structural Analysis
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Chapter2: Loads On Structures
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Q 1. Calculate the volume and weight of sludge generated per day in circular primary settling tank by
chemical coagulation. Find HRT of tank also.
Data given as:
Wastewater flow: 10000 m/d
FeCl; added in PST: 500 mg/L
Overall particle removal efficiency: 80%
Sludge's specific gravity: 1.05
Assume STANDARD chemical reactions and their product's behavior (if any).
TSS in influent: 1100 mg/L
Ca(OH)2 added in PST: 400 mg/L
PST depth: 3 m
Sludge's moisture content: 95%
Surface overflow rate: 40 m/d
Transcribed Image Text:Q 1. Calculate the volume and weight of sludge generated per day in circular primary settling tank by chemical coagulation. Find HRT of tank also. Data given as: Wastewater flow: 10000 m/d FeCl; added in PST: 500 mg/L Overall particle removal efficiency: 80% Sludge's specific gravity: 1.05 Assume STANDARD chemical reactions and their product's behavior (if any). TSS in influent: 1100 mg/L Ca(OH)2 added in PST: 400 mg/L PST depth: 3 m Sludge's moisture content: 95% Surface overflow rate: 40 m/d
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