Water And Wastewater Engineering Set 1

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This set of Water and Wastewater Engineering Multiple Choice Questions & Answers (MCQs) focuses on Water And Wastewater Engineering Set 1

Q1 | For a continuous flow type of sedimentation tanks
  • Width of the tank is normally kept about 6 m
  • Length of the tank is normally kept 4 to 5 times the width
  • ) Maximum horizontal flow velocity is limited to 0.3 m/minute
  • All the above
Q2 | The asbestos cement sewers are
  • Light in weight
  • Not structurally strong to bear large compressive stress
  • Susceptible to corrosion by sulphuric acid
  • All the above
Q3 | For efficient working of a sewer, it must be ensured that
  • Minimum velocity of 0.45 m/sec, is maintained at its minimum flow
  • A maximum velocity of 0.90 m/sec, is maintained at its maximum flow
  • Both (a) and (b)
  • Neither (a) nor (b)
Q4 | Bottom openings 15 cm × 15 cm in the standing baffle wall are provided
  • 15 cm c/c
  • 22.5 cm c/c
  • 30 cm c/c
  • 50 cm c/c
Q5 | For drainage pipes in buildings the test applied before putting them to use, is
  • Water test
  • Smoke test
  • Straightness test
  • All the above
Q6 | The pressure exerted by
  • The sewage when running full from inside, is called internal pressure
  • The internal pressure if any, causes tensile stress in the pipe material
  • Pressure sewers are designed to be safe in tension
  • All the above
Q7 | No treatment of the sewage is given if dilution factor is
  • Less than 150
  • Between 150 to 200
  • Between 200 to 300
  • More than 500
Q8 | Which of the following pumps in used to pump sewage solids with liquid sewage withoutclogging the pump is?
  • Centrifugal pump
  • Pneumatic ejector
  • Reciprocating pump
  • None of these
Q9 | Acid regression stage of sludge digestion at a temperature 21°C extends over a period of
  • 15 days
  • 30 days
  • ) 60 days
  • 90 days
Q10 | The coagulant which is generally not used for treating the sewage, is
  • Alum
  • Ferric chloride
  • Ferric sulphate
  • Chlorinated copperas
Q11 | The layers of vegetable wastes and night soil alternatively piled above the ground to form a mound, is called
  • A heap
  • Plateau
  • Windrow
  • None of these
Q12 | If the flame of a miner's safety lamp in the upper layers of the sewer forms an explosive, thesewer certainly contains
  • Hydrogen sulphide
  • Carbon dioxide
  • Methane
  • Oxygen
Q13 | The gas which may cause explosion in sewers, is
  • Carbondioxide
  • Methane
  • Ammonia
  • Carbon monoxide
Q14 | Pick up the incorrect statement from the following:
  • The process of decomposing the organic matter under controlled anaerobic conditions, is called sludge digestion
  • Sludge digestion is carried out in sludge tank
  • The gases produced in sludge digestion process, contain 75% carbon dioxide
  • The gases produced in sludge digestion process, contain 75% methane
Q15 | The sewer pipes
  • Carry sewage as gravity conduits
  • Are designed for generating self-cleansing velocities at different discharge
  • Should resist the wear and tear caused due to abrasion
  • All the above
Q16 | The settling velocity of the particles larger than 0.06 mm in a settling tank of depth 2.4 is 0.33 mper sec. The detention period recommended for the tank, is
  • 30 minutes
  • 1 hour
  • 1 hour and 30 minutes
  • 2 hours
Q17 | The Chezy's constant C in the formula V = C ???? depends upon
  • Size of the sewer
  • Shape of the sewer
  • Roughness of sewer surface
  • All the above
Q18 | To prevent settling down of sewage both at the bottom and on the sides of a large sewer,selfcleaning velocity recommended for Indian conditions, is
  • 0.50 m/sec
  • 0.60 m/sec
  • 0.70 m/sec
  • 0.75 m/sec
Q19 | Assertion (A): The determination of pH value of sewerage is important. Reason (R): The efficiency of certain treatment methods depends upon the availability of pH value.
  • Both A and R are true and R is the correct explanation of A
  • Both A and R are true but R is not a correct explanation of A
  • A is true but R is false
  • A is false but R is true
Q20 | The normal values of over flow rates for sedimentation tanks using coagulant, ranges between
  • 25,000 to 35,000 litres/sqm/day
  • 40,000 to 50,000 litres/sqm/day
  • 50,000 to 60,000 litres/sqm/day
  • 80,000 to 100,000 litres/sqm/day
Q21 | During preliminary treatment of a sewage
  • Oil and grease are removed from skimming tanks
  • Floating materials are removed by screening
  • Girt and sand are removed by girt chambers
  • All the above
Q22 | Dry weather flow is:
  • Average daily rate of flow
  • Average monthly rate of flow
  • Average annual rate of flow
  • Water supply allowance per capita
Q23 | If q is the average sewage flow from a city of population P, the maximum sewage flow
  • Q = [(4 + ?? )/(18 + ?? )] q
  • Q = [(18 +p )/(4 + ?? )] q
  • Q = [(18 + ?? )/(4 + ?? )] q
  • Q = [(5 + ?? )/(15 + ?? )] q
Q24 | If the flame of a miner's safety lamp in a manhole extinguishes within 5 minutes, the sewercertainly contains
  • Hydrogen sulphide
  • Carbon dioxide
  • Methane
  • Oxygen
Q25 | Hydraulic mean radius is
  • Mean radius of sewer
  • Difference in heads between two points in circular pipes
  • Mean of radii in a pipe line of varying cross-sections
  • Cross-sectional area/wetted perimeter