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Environmental Engineering

Environmental Engineering
The detention period in coagulation tanks is usually kept as

30 to 45 minutes
2 to 6 hours
1 to 2 minutes
2 to 6 days

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Environmental Engineering
Cleaning is done by (i) Scraping and removal in filters slow sand (ii) Back washing in slow sand filters (iii) Scraping and removal in filters rapid sand (iv) Back washing in rapid sand filters The correct answer is

(i) and (ii)
(ii) and (iii)
(ii) and (iv)
(i) and (iv)

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Environmental Engineering
The maximum permissible limit for fluoride in drinking water is

0.1 mg/liter
1.5 mg/liter
10 mg/liter
5 mg/liter

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Environmental Engineering
An egg shaped section of sewer

Is easy to construct
Provides self cleansing velocity at low discharges
Is economical than circular section
Is more stable than circular section

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Environmental Engineering
The rate of Alteration of pressure filters is

Less than that of slow sand filters
Equal to that of slow sand filters
Greater than that of rapid sand filters
In between the filtration rate of slow sand filters and rapid sand filters

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Environmental Engineering
The correct relation between theoretical oxygen demand (TOD), Biochemical oxygen demand (BOD) and Chemical oxygen demand (COD) is given by

TOD > COD > BOD
TOD > BOD > COD
BOD > COD > TOD
COD > BOD > TOD

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