Practice high-yield Civil Engineering MCQs on Water Supply Engineering with worked academic solutions for PPSC SDO, FPSC AEE, C&W, Irrigation, NTS.
Questions
38
Difficulty Level
Exam-Level
Target Exams
PPSC SDO, FPSC AEE, C&W...
Estimated Time
46 mins
Exam-Level PPSC SDO FPSC AEE C&W Irrigation NTS
Verified for Commission Syllabus • Oct 14, 2026
38
Verified Practice Questions
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🎉 Set complete! All 38 questions answered.
Question 1 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Biochemical Oxygen Demand (B.O.D.) of safe drinking water must be
Correct Answer: Option A — nil
Detailed Academic Explanation:
Biochemical Oxygen Demand (B.O.D.): Biochemical Oxygen Demand is a measure of the amount of oxygen that microorganisms will consume while decomposing organic matter in water. It is an important parameter for assessing water quality. Safe Drinking Water: For water to be considered safe for drinking, it should have very low levels of organic matter and microbial contamination. Therefore, the B.O.D. of safe drinking water should be as close to zero as possible. Explanation of Options: Option A: nil - Indicates that there is no measurable oxygen demand, meaning the water is free from organic contaminants. This is the ideal and safest level for drinking water. Option B: 5 - A B.O.D. level of 5 mg/L indicates some presence of organic matter, which is higher than acceptable for safe drinking water. Option C: 10 - A B.O.D. level of 10 mg/L is too high for safe drinking water and indicates significant organic pollution. Option D: 15 - A B.O.D. level of 15 mg/L is far too high and indicates severe contamination by organic matter. Therefore, the Biochemical Oxygen Demand (B.O.D.) of safe drinking water must be nil .
💡Key Conceptual Anchor:Water Supply Engineering
Question 2 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Specific capacity or yield of wells, is generally expressed, as
Correct Answer: Option D — m3/hour/m2/m
Detailed Academic Explanation:
Specific capacity , also known as the yield of wells, is a measure of the efficiency and productivity of a well. It is typically expressed as the volume of water a well can produce per unit time per unit drawdown per unit area. The appropriate units for expressing specific capacity are m 3 /hour/m 2 /m , which represents cubic meters of water per hour per square meter of well area per meter of drawdown. This unit of measurement helps in comparing the performance of different wells and in assessing their sustainability for water supply purposes.
💡Key Conceptual Anchor:Water Supply Engineering
Question 3 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The fire demand of a city may be worked out by
Correct Answer: Option D — All the above
Detailed Academic Explanation:
All the above is the correct answer to “The fire demand of a city may be worked out by”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 4 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Mathamoglobinemia or blue baby disease is caused due to
Correct Answer: Option C — Nitrates
Detailed Academic Explanation:
Nitrates is the correct answer to “Mathamoglobinemia or blue baby disease is caused due to”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 5 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Acidity in water is caused due to
Correct Answer: Option D — All the above
Detailed Academic Explanation:
All the above is the correct answer to “Acidity in water is caused due to”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 6 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The specific retention is least in case of
Correct Answer: Option D — Coarse gravel.
Detailed Academic Explanation:
Coarse gravel. is the correct answer to “The specific retention is least in case of”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 7 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Time of concentration
Correct Answer: Option D — time taken for the storm water to travel from the most remote point to the drain.
Detailed Academic Explanation:
time taken for the storm water to travel from the most remote point to the drain. is the correct answer to “Time of concentration”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 8 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The R.L. of ground water table on the sides of a valley is 1505 m whereas R.L. of the stream water is 1475 m. If 60° slope consists of pervious soil between R.L. 1485 m to 1500 m, the gravity spring may be expected at the point of reduced level
Correct Answer: Option D — 1485 m
Detailed Academic Explanation:
1485 m is the correct answer to “The R.L. of ground water table on the sides of a valley is 1505 m whereas R.L. of the stream water is 1475 m. If 60° slope consists of pervious soil between R.L. 1485 m to 1500 m, the gravity spring may be expected at the point of reduced level”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 9 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Average annual rainfall at any station is the average of annual rainfall over a period of
Correct Answer: Option D — 35 years
Detailed Academic Explanation:
35 years is the correct answer to “Average annual rainfall at any station is the average of annual rainfall over a period of”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 10 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
While determining the yield of open wells by the pumping test
Correct Answer: Option D — Maximum safe yield of an open well, is expected at critical depression head
Detailed Academic Explanation:
Maximum safe yield of an open well, is expected at critical depression head is the correct answer to “While determining the yield of open wells by the pumping test”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 11 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
According to IS : 1172-1963, a minimum of 135 litres of water capita per day, is required for
Correct Answer: Option D — all the above
Detailed Academic Explanation:
all the above is the correct answer to “According to IS : 1172-1963, a minimum of 135 litres of water capita per day, is required for”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 12 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
If four fires break out in a city of population 40 lakhs and if each hydrant has three streams and duration of each fire is four hours, the total quantity of water required, is
Correct Answer: Option B — 2880 kilo litres
Detailed Academic Explanation:
2880 kilo litres is the correct answer to “If four fires break out in a city of population 40 lakhs and if each hydrant has three streams and duration of each fire is four hours, the total quantity of water required, is”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 13 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
For the prediction of future population of a city, the factor to be considered, is
Correct Answer: Option D — All the above
Detailed Academic Explanation:
All the above is the correct answer to “For the prediction of future population of a city, the factor to be considered, is”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 14 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The factor affecting per capita demand, is
Correct Answer: Option D — all the above
Detailed Academic Explanation:
all the above is the correct answer to “The factor affecting per capita demand, is”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 15 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
By boiling water, hardness can be removed if it is due to
Correct Answer: Option D — calcium bicarbonate
Detailed Academic Explanation:
calcium bicarbonate is the correct answer to “By boiling water, hardness can be removed if it is due to”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 16 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
In slow sland filters, the turbidity of raw water can be removed only up to
Correct Answer: Option A — 60 mg/litre
Detailed Academic Explanation:
60 mg/litre is the correct answer to “In slow sland filters, the turbidity of raw water can be removed only up to”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 17 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
When the reduced level of the water source is higher than the reduced level of the consumer's place, water is generally supplied
Correct Answer: Option B — By gravitational system
Detailed Academic Explanation:
By gravitational system is the correct answer to “When the reduced level of the water source is higher than the reduced level of the consumer's place, water is generally supplied”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 18 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
To pump water from a water reservoir 3 m deep and maximum water level at 135 m, a pump is installed to lift water up to R.L. 175 m at a constant rate of 36,00,000 litres per hour. If the length of the pipe is 1506 m and f = 0.01, ignoring other minor losses and assuming the economical diameter from Lea's formula D = 1.2$$\sqrt {\text{Q}} ,$$ the water horse power of the pump is
Correct Answer: Option D — 600
Detailed Academic Explanation:
600 is the correct answer to “To pump water from a water reservoir 3 m deep and maximum water level at 135 m, a pump is installed to lift water up to R.L. 175 m at a constant rate of 36,00,000 litres per hour. If the length of the pipe is 1506 m and f = 0.01, ignoring other minor losses and assuming the economical diameter from Lea's formula D = 1.2$$\sqrt {\text{Q}} ,$$ the water horse power of the pump is”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 19 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The process of passing water through beds of granular materials, is called
Correct Answer: Option C — Filtration
Detailed Academic Explanation:
Filtration is the correct answer to “The process of passing water through beds of granular materials, is called”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 20 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Surcharge storage zone of a reservoir, is
Correct Answer: Option C — Above useful storage
Detailed Academic Explanation:
Above useful storage is the correct answer to “Surcharge storage zone of a reservoir, is”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 21 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Surge tanks are used
Correct Answer: Option D — to guard against water hammer
Detailed Academic Explanation:
to guard against water hammer is the correct answer to “Surge tanks are used”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 22 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
For determining the velocity of flow of underground water, the most commonly used non-empirical formula is
Correct Answer: Option A — Darcy’s formula
Detailed Academic Explanation:
Darcy’s formula is the correct answer to “For determining the velocity of flow of underground water, the most commonly used non-empirical formula is”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 23 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Aeration of water is done to remove
Correct Answer: Option A — odour
Detailed Academic Explanation:
odour is the correct answer to “Aeration of water is done to remove”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 24 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Disinfection of drinking water, is done to remove
Correct Answer: Option B — bacterias
Detailed Academic Explanation:
bacterias is the correct answer to “Disinfection of drinking water, is done to remove”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 25 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The least thickness of class B cast iron (spun) pipe, is
Correct Answer: Option C — 8.6 mm
Detailed Academic Explanation:
8.6 mm is the correct answer to “The least thickness of class B cast iron (spun) pipe, is”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 26 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The maximum depth of sedimentation tanks is limited to
Correct Answer: Option D — 6 m
Detailed Academic Explanation:
6 m is the correct answer to “The maximum depth of sedimentation tanks is limited to”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 27 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Corrosion of well pipes may not be reduced by
Correct Answer: Option D — using screens having larger area of openings
Detailed Academic Explanation:
using screens having larger area of openings is the correct answer to “Corrosion of well pipes may not be reduced by”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 28 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Pick up the incorrect statement from the following. The underground sources of water, is from
Correct Answer: Option D — storage reservoirs
Detailed Academic Explanation:
storage reservoirs is the correct answer to “Pick up the incorrect statement from the following. The underground sources of water, is from”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 29 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
If the chosen diameter of a pipe, is less than the economical diameter
Correct Answer: Option D — All the above
Detailed Academic Explanation:
All the above is the correct answer to “If the chosen diameter of a pipe, is less than the economical diameter”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 30 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Turbidity of raw water is a measure of
Correct Answer: Option A — Suspended solids
Detailed Academic Explanation:
Suspended solids is the correct answer to “Turbidity of raw water is a measure of”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 31 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The expected discharge to be obtained from an open well sunk in coarse sand is 0.0059 cumec. If the working depression head of the well is 3 m, the minimum diameter of the well, is
Correct Answer: Option D — 3.00 m
Detailed Academic Explanation:
3.00 m is the correct answer to “The expected discharge to be obtained from an open well sunk in coarse sand is 0.0059 cumec. If the working depression head of the well is 3 m, the minimum diameter of the well, is”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 32 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
In distribution pipes, drain valves are provided at
Correct Answer: Option A — lower point
Detailed Academic Explanation:
lower point is the correct answer to “In distribution pipes, drain valves are provided at”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 33 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Asbestos pipes are
Correct Answer: Option D — all the above
Detailed Academic Explanation:
all the above is the correct answer to “Asbestos pipes are”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 34 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
As per IS : 1172-1963, water required per head per day for average domestic purposes, is
Correct Answer: Option D — 135 litres
Detailed Academic Explanation:
135 litres is the correct answer to “As per IS : 1172-1963, water required per head per day for average domestic purposes, is”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 35 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Sunlight
Correct Answer: Option B — impedes growth of algae
Detailed Academic Explanation:
Option "impedes growth of algae" is the correct answer for this question under Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 36 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
In pressure supply mains, water hammer pressure is reduced by providing
Correct Answer: Option C — Pressure relief valves
Detailed Academic Explanation:
Pressure relief valves is the correct answer to “In pressure supply mains, water hammer pressure is reduced by providing”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 37 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
In centrifugal pump installation,
Correct Answer: Option D — All the above
Detailed Academic Explanation:
All the above is the correct answer to “In centrifugal pump installation,”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
Question 38 of 38
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The yield of a rapid gravity filter as compared to that of slow sand filter, is
Correct Answer: Option D — 30 times
Detailed Academic Explanation:
30 times is the correct answer to “The yield of a rapid gravity filter as compared to that of slow sand filter, is”. This question is standard in competitive examination syllabi for Water Supply Engineering.
💡Key Conceptual Anchor:Water Supply Engineering
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Master the next curriculum module with 40 exam-standard MCQs.
In competitive commission exams (FPSC, PPSC, KPPSC, SPSC, CSS, PMS), questions are frequently phrased with distractor options designed to catch rote learners. Whenever you answer an MCQ, read the Detailed Academic Explanation and Conceptual Anchor to understand why the remaining options are incorrect.