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Environmental Engineering

Environmental Engineering
Orthotolidine test is used for determination of

Dose of coagulant
Biochemical oxygen demand
Residual chlorine
Dissolved oxygen

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Environmental Engineering
The suitable layout of a distribution system for irregularly growing town is

Radial system
Grid iron system
Dead end system
Ring system

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Environmental Engineering
Disinfection efficiency is

Reduced at higher pH value of water
Increased at higher pH value of water
Unaffected by pH value of water
Highest at pH value equal to 7

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Environmental Engineering
The minimum and maximum diameters of sewers shall preferably be

15 cm and 300 cm
30 cm and 450 cm
60 cm and 300 cm
15 cm and 100 cm

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Environmental Engineering
The percentage of chlorine in fresh bleaching powder is about

20 to 25
40 to 50
10 to 15
30 to 35

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Environmental Engineering
The overflow rate for plain sedimentation tanks is about

1250 to 1500 liters/hour/m²
1000 to 1250 liters/hour/ m²
1500 to 2000 liters/hour/m²
500 to 750 liters/hour/ m²

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