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Environmental Engineering MCQs | Environmental Engineering MCQS and Answers for competitive exams | set 5

81 The per capital consumption of a locality is affected by i) climatic conditions ii) quality of water iii) distribution pressure The correct answer is
[A] only (i)
[B] both (i) and (ii)
[C] both (i) and (iii)
[D] all (i), (ii) and (iii)
Answer: all (i), (ii) and (iii)
82 The hourly variation factor is usually taken as
[A] 1.5
[B] 1.8
[C] 2.0
[D] 2.7
Answer: 1.5
83 The distribution mains are designed for
[A] Maximum Daily Demand
[B] Maximum Hourly Demand
[C] Average Daily Demand
[D] Maximum Hourly Demand On Maxi¬Mum Day
Answer: Maximum Hourly Demand On Maxi¬Mum Day
84 As compared to geometrical increase method of forecasting population, arithmetical increase method gives
[A] Lesser Value
[B] Higher Value
[C] Same Value
[D] Accurate Value
Answer: Lesser Value
85 The suitable method of forecasting popu¬lation for a young and rapidly increasing city is
[A] Arithmetical Increase Method
[B] Geometrical Increase Method
[C] Incremental Increase Method
[D] Graphical Method
Answer: Geometrical Increase Method
86 The depression of water table in a well due to pumping will be maximum
[A] At A Distance R From The Well
[B] Close To The Well
[C] At A Distance R/2 From The Well
[D] None Of The Above
Answer: Close To The Well
87 The devices which are installed for drawing water from the sources are called
[A] Aquifers
[B] Aquiclude
[C] Filters
[D] Intakes
Answer: Intakes
88 The type of valve, which is provided on the suction pipe in a tube-well, is
[A] Air Relief Valve
[B] Reflux Valve
[C] Pressure Relief Valve
[D] Sluice Valve
Answer: Reflux Valve
89 As compared to shallow-wells, deep wells have
[A] More Depth
[B] Less Depth
[C] More Discharge
[D] Less Discharge
Answer: More Discharge
90 Ground water is usually free from
[A] Suspended Impurities
[B] Dissolved Impurities
[C] Both Suspended And Dissolved Impuri¬Ties
[D] None Of The Above
Answer: Suspended Impurities
91 The polluted water is one which
[A] Contains Pathogenic Bacteria
[B] Consists Of Undesirable Substances Rendering It Unfit For Drinking And Domestic Use
[C] Is Safe And Suitable For Drinking And Domestic Use
[D] Is Contaminated
Answer: Consists Of Undesirable Substances Rendering It Unfit For Drinking And Domestic Use
92 The phenolic compounds in public water supply should not be more than
[A] 0.1 ppm
[B] 0.01 ppm
[C] 0.001 ppm
[D] 0.0001 ppm
Answer: 0.001 ppm
93 Standard EDTA (ethylene diamine tetra acetic acid) solution is used to determine the
[A] Hardness In Water
[B] Turbidity In Water
[C] Dissolved Oxygen In Water
[D] Residual Chlorine In Water
Answer: Hardness In Water
94 Alkalinity in water is expressed as milli-grams per litre in terms of equivalent
[A] Calcium Carbonate
[B] Magnesium Carbonate
[C] Sodium Carbonate
[D] Calcium Hydroxide
Answer: Calcium Carbonate
95 Residual chlorine in water is determined by
[A] Starch Iodide Method
[B] Orthotolidine Method
[C] Both (A) And (B)
[D] None Of The Above
Answer: Both (A) And (B)
96 If the total hardness of water is greater than its total alkalinity, the carbonate hardness will be equal to
[A] Total Alkalinity
[B] Total Hardness
[C] Total Hardness - Total Alkalinity
[D] Non Carbonate Hardness
Answer: Total Alkalinity
97 The velocity of flow of water in a sedimentation tank is about
[A] 5 to 10 cm/sec
[B] 15 to 30 cm/sec
[C] 15 to 30 cm/minute
[D] 15 to 30 cm/hour
Answer: 15 to 30 cm/minute
98 The overflow rate for plain sedimentation tanks is about
[A] 500 to 750 litres/hour/ m2
[B] 1000 to 1250 litres/hour/ m2
[C] 1250 to 1500 litres/hour/m2
[D] 1500 to 2000 litres/hour/m2
Answer: 500 to 750 litres/hour/ m2
99 Percentage of bacterial load that can be removed from water by the process of plain sedimentation is about
[A] 10 to 25
[B] 50
[C] 75
[D] 100
Answer: 75
100 The settling velocity of a particle in a sedimentation tank depends on
[A] Depth Of Tank
[B] Surface Area Of Tank
[C] Both Depth And Surface Area Of Tank
[D] None Of The Above
Answer: Surface Area Of Tank

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