Water And Wastewater Engineering Set 6

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This set of Water and Wastewater Engineering Multiple Choice Questions & Answers (MCQs) focuses on Water And Wastewater Engineering Set 6

Q1 | The asbestos cement pipes are generally laid
  • Horizontally
  • Vertically
  • At an angle of 30°
  • At an angle of 60°
Q2 | The design period in years for pumping plants, is
  • ) 1
  • 2 to 3
  • 3 to 5
  • 5 to 10
Q3 | Design period of 40 to 50 years is adopted for
  • Branch sewers
  • Main sewers
  • Trunk sewers
  • All the above
Q4 | In very first stage of decomposition of the organic matter in sewage
  • Nitrites are formed
  • Nitrates are formed
  • Carbondioxide is formed
  • Ammonia is formed
Q5 | In a city the ratio of the drainage to sewage is 20, the percentage discharge passing throughnonmonsoon periods, is
  • 5
  • 10
  • 15
  • 20
Q6 | The self-cleansing velocity of water flowing through pipe lines, is
  • 2 metres/sec
  • 1 metre/sec
  • 0.5 metre/sec
  • 0.25 metre/sec
Q7 | In case of sewer lines
  • Water test is carried out to check water tightness of the joints
  • Test for straightness is carried out with the help of a lamp and mirror
  • Obstruction test is carried out with the help of smooth ball of diameter 13 mm
  • All the above
Q8 | The normal values of over flow rates for secondary sedimentation tanks, 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 10,000 litres/sqm/day
Q9 | A manhole is classified as shallow if its depth is between
  • 0.4 to 0.5 m
  • 0.5 to 0.7 m
  • 0.7 to 0.9 m
  • 0.9 to 1.20 m
Q10 | The first stage of neutral process of sludge digestion, is
  • Acid fermentation
  • Acid regression
  • Alkaline fermentation
  • None of these
Q11 | The formula V = (1/n) r2/3 ?? used for determining flow velocities in sewers is known as,
  • Chezy's formula
  • Bazin's formula
  • Kutter's formula
  • Manning's formula
Q12 | In sewers the highest non-scouring velocity is achieved in
  • Glazed bricks sewers
  • Cast iron sewers
  • Cement concrete sewers
  • Stone ware sewers
Q13 | When the reduced level of the water source is higher than the reduced level of the consumer'splace, water is generally supplied
  • By pumping system
  • By gravitational system
  • Both (a) and (b)
  • All the above
Q14 | Surcharge storage zone of a reservoir, is
  • Below dead storage (B) (C) (D)
  • Between dead storage and useful storage
  • Above useful storage
  • Also known as valley storage
Q15 | In pressure supply mains, water hammer pressure is reduced by providing
  • Sluice valves
  • Air valves
  • Pressure relief valves
  • None of these
Q16 | Specific capacity or yield of wells, is generally expressed, as
  • m 3 per sec
  • m 3 /hour
  • m 3 /hour/m2
  • m 3 /hour/m2 /m
Q17 | Turbidity of raw water is a measure of
  • Suspended solids
  • Acidity of water
  • B.O.D.
  • None of these
Q18 | If the chosen diameter of a pipe, is less than the economical diameter
  • Cost of pipe will be less
  • Head loss will be high
  • Cost of pumping will be more than saving
  • All the above
Q19 | While determining the yield of open wells by the pumping test
  • Velocity of recharging water, increases with depression head
  • Depression head resulting at critical velocity, is called critical depression head
  • Working head is generally limited to 1/3 rd of the critical depression head
  • Maximum safe yield of an open well, is expected at critical depression head
Q20 | The process of passing water through beds of granular materials, is called
  • Screening
  • Sedimentation
  • Filtration
  • None of these
Q21 | For the prediction of future population of a city, the factor to be considered, is
  • Births
  • Deaths
  • Migrants
  • All the above
Q22 | Mathamoglobinemia or blue baby disease is caused due to
  • Chlorides
  • Nitrites
  • Nitrates
  • Sulphides
Q23 | To control the growth of algae in reservoirs, the compound which is used, is
  • Bleaching powder
  • Copper sulphate
  • Lime solution
  • Alum solution
Q24 | A pressure conduit laid underground, may not be subjected to
  • Internal pressure of water
  • Pressure due to external load
  • Longitudinal temperature stress
  • Longitudinal stresses due to unbalanced pressure to bends
Q25 | The bacterias which require free oxygen for their survival, are called
  • Aerobic bacterias
  • Anaerobic bacterias
  • Facultative bacteria
  • None of these