Question 1 of 78Fundamentals of Water Sources and Supply Schemes
In selecting a source for a water supply scheme, the yield must be assessed on the basis of
Athe monsoon peak flow
Bthe average annual flow
Cthe flow on the day of the survey
Dthe minimum flow in the driest month of the driest year on record
Answer is hidden
Question 2 of 78Fundamentals of Water Sources and Supply Schemes
The maximum daily demand for a water supply system is commonly taken as
A2.7 times the average daily demand
B1.8 times the average daily demand
C0.5 times the average daily demand
D1.0 times the average daily demand
Answer is hidden
Question 3 of 78Fundamentals of Water Sources and Supply Schemes
The distribution system of a town is normally designed for
Athe peak hourly demand, or maximum daily plus fire demand, whichever is greater
Bthe minimum hourly demand
Cthe average daily demand
Dthe maximum daily demand only
Answer is hidden
Question 4 of 78Fundamentals of Water Sources and Supply Schemes
The geometric increase method of population forecasting is most appropriate for
Aa young, rapidly growing town
Bany town over any period
Can old, large, saturated city
Da town with a declining population
Answer is hidden
Question 5 of 78Fundamentals of Water Sources and Supply Schemes
Components of a water supply system that are difficult to extend later, such as transmission mains, should be given
Aa longer design period than components that are easily added to
Bno design period at all
Ca shorter design period
Dthe same design period as all other components
Answer is hidden
Question 6 of 78Fundamentals of Water Sources and Supply Schemes
Escherichia coli is used as an indicator organism in water quality testing because it
Ais abundant in faecal matter, easily detected, and survives slightly longer in water than most pathogens
Bis itself the most dangerous pathogen in water
Ccan be seen with the naked eye
Dis present in all clean water
Answer is hidden
Question 7 of 78Fundamentals of Water Sources and Supply Schemes
The drinking water standard for Escherichia coli is
A10 organisms per 100 ml
B1 organism per litre
Czero organisms per 100 ml
D100 organisms per 100 ml
Answer is hidden
Question 8 of 78Fundamentals of Water Sources and Supply Schemes
Trachoma and scabies are classified as
Awater-washed diseases, caused by insufficient water for personal hygiene
Bwater-related insect vector diseases
Cwater-based diseases involving an aquatic host
Dwaterborne diseases, transmitted by drinking contaminated water
Answer is hidden
Question 9 of 78Fundamentals of Water Sources and Supply Schemes
The national drinking water standard for arsenic in Nepal is
A10 ฮผg/L, the same as the WHO guideline
B50 ฮผg/L, against the WHO guideline value of 10 ฮผg/L
C500 ฮผg/L
D100 ฮผg/L
Answer is hidden
Question 10 of 78Fundamentals of Water Sources and Supply Schemes
The distinction between a water quality guideline and a water quality standard is that a standard
Ais advisory, whereas a guideline is enforceable
Bis always more lenient than a guideline
Capplies only to surface water
Dis legally enforceable, whereas a guideline is advisory
Answer is hidden
Question 11 of 78Fundamentals of Water Sources and Supply Schemes
In a Nepali hill gravity water supply scheme, the characteristic structure that distinguishes it from a pumped urban system is the
Aelevated steel tank
Brapid gravity filter
Cpumping station
Dbreak pressure tank
Answer is hidden
Question 12 of 78Fundamentals of Water Sources and Supply Schemes
The principal reason many rural water supply schemes fail a few years after construction is that
Athe pipes are always of the wrong material
Bthe tariff does not cover operation and maintenance, so there is no money for repairs
Cthe source dries up immediately
Dthe population declines
Answer is hidden
Question 13 of 78Fundamentals of Water Sources and Supply Schemes
An increasing block tariff is generally preferred for domestic water supply because it
Amaximises total revenue in every case
Bprovides an affordable basic quantity while discouraging excessive consumption
Cis the simplest structure to administer
Dcharges the same amount regardless of consumption
Answer is hidden
Question 14 of 78Water Quality Engineering and Management
The solubility of dissolved oxygen in water
Aincreases as the temperature rises
Bdepends only on the pH
Cis independent of temperature
Ddecreases as the temperature rises
Answer is hidden
Question 15 of 78Water Quality Engineering and Management
In a thermally stratified reservoir during summer, the hypolimnion typically becomes
Asupersaturated with oxygen
Banaerobic, dissolving iron and manganese and producing hydrogen sulphide
Cthe warmest layer
Dfree of all dissolved substances
Answer is hidden
Question 16 of 78Water Quality Engineering and Management
The autumn overturn of a reservoir is significant for a water treatment plant because it quality
Ahas no effect on water quality
Bimproves raw water quality immediately
Cpermanently removes the thermocline
Dmixes accumulated material through the whole depth, often causing a sudden deterioration in raw water
Answer is hidden
Question 17 of 78Water Quality Engineering and Management
The critical point on an oxygen sag curve is the location at which
Athe dissolved oxygen returns to saturation
Bthe BOD is at its maximum
Cthe rate of deoxygenation equals the rate of reaeration, giving the minimum dissolved oxygen
Dthe discharge enters the stream
Answer is hidden
Question 18 of 78Water Quality Engineering and Management
Self-purification of a stream proceeds fastest in a stream that is
Adeep, turbulent and warm
Bdeep, sluggish and warm
Cshallow, turbulent and cool
Dshallow, sluggish and warm
Answer is hidden
Question 19 of 78Water Quality Engineering and Management
The BOD test is conventionally carried out over five days at 20 ยฐC, and the result represents approximately
A10 per cent of the ultimate BOD
B68 to 70 per cent of the ultimate BOD
C100 per cent of the ultimate BOD
Dthe chemical oxygen demand
Answer is hidden
Question 20 of 78Water Quality Engineering and Management
The chemical oxygen demand of a wastewater is always greater than its biochemical oxygen demand because COD agents
Aincludes organic matter that micro-organisms cannot degrade, as well as some inorganic reducing
Buses a weaker oxidising agent
Cexcludes the biodegradable fraction
Dis measured over a longer period
Answer is hidden
Question 21 of 78Water Quality Engineering and Management
COD is preferred to BOD for day-to-day process control because it
Arequires no laboratory apparatus
Bcan be determined in about three hours rather than five days
Cis always numerically equal to BOD
Dis a better measure of the oxygen demand on the receiving water
Answer is hidden
Question 22 of 78Water Quality Engineering and Management
Which parameter must be determined on a grab sample rather than a composite sample?
AChemical oxygen demand
BBiochemical oxygen demand
CDissolved oxygen
DTotal suspended solids
Answer is hidden
Question 23 of 78Water Quality Engineering and Management
Biological monitoring using benthic macro-invertebrates has the advantage over spot chemical sampling that the organisms
Acan be identified without any training
Brespond instantly to every change
Care unaffected by water quality
Dintegrate conditions over weeks or months and therefore reveal intermittent pollution
Answer is hidden
Question 24 of 78Water Quality Engineering and Management
An ambient or stream standard differs from an effluent standard in that the stream standard
Aspecifies the quality to be maintained in the receiving water according to its designated use
Bapplies only to industrial premises
Cis easier to monitor and enforce
Dlimits the concentration in the discharge at the outlet
Answer is hidden
Question 25 of 78Water Quality Engineering and Management
In the hierarchy of water pollution control strategies, the most preferred option is
Aend-of-pipe treatment
Bprevention and source reduction
Cdilution in the receiving water
Dcontrolled disposal
Answer is hidden
Question 26 of 78Water Quality Engineering and Management
Under Nepal's Water Resources Act, 2049, the first priority among competing uses of water is given to
Ahydropower generation
Bdrinking water and domestic use
Cindustrial use
Dirrigation
Answer is hidden
Question 27 of 78Intakes, Pipes and Water Supply Systems
An intake on a river serving a town should be located
Aat the town's sewage outfall
Bupstream of the town, away from any discharge
Cat the outside of a sharp bend
Ddownstream of the town
Answer is hidden
Question 28 of 78Intakes, Pipes and Water Supply Systems
The entry velocity at the screen of an intake is normally kept low, around 0.1 to 0.3 m/s, in order to
Aallow the use of a smaller screen
Bincrease the quantity of water abstracted
Cprevent the water from freezing
Davoid drawing fish and debris against the screen and to limit head loss
Answer is hidden
Question 29 of 78Intakes, Pipes and Water Supply Systems
Ports at more than one level are provided in a reservoir intake tower so that
Athe tower can be used as a spillway
Bwater can be drawn from whichever depth has the best quality as conditions change
Cthe tower is structurally stronger
Dthe flow can be increased
Answer is hidden
Question 30 of 78Intakes, Pipes and Water Supply Systems
The standard pipe material for buried transmission and distribution mains in Nepali rural water supply schemes is
Aductile iron
Bhigh density polyethylene
Cprestressed concrete
Dgalvanised iron
Answer is hidden
Question 31 of 78Intakes, Pipes and Water Supply Systems
A sluice (gate) valve should be operated
Aat any intermediate position to control flow
Bonly partially open to reduce wear
Cas the principal flow control device
Deither fully open or fully closed, never partially open
Answer is hidden
Question 32 of 78Intakes, Pipes and Water Supply Systems
Air valves and washout valves in a pipeline are located respectively at
Aboth at summits
Blow points and summits
Cboth at low points
Dsummits and low points
Answer is hidden
Question 33 of 78Intakes, Pipes and Water Supply Systems
Thrust blocks are provided at bends, tees and dead ends in a pressure main in order to
Asupport the weight of the pipe
Bprevent corrosion of the fittings
Callow thermal expansion
Dresist the unbalanced hydraulic force that would otherwise pull the joints apart
Answer is hidden
Question 34 of 78Intakes, Pipes and Water Supply Systems
The principal purpose of a break pressure tank in a gravity water supply scheme is to
Atreat the water before distribution
Breduce the pressure in the pipeline to atmospheric so that a lower pipe class can be used
Cincrease the flow in the pipeline
Dstore water for the whole village
Answer is hidden
Question 35 of 78Intakes, Pipes and Water Supply Systems
A service reservoir allows the source, treatment plant and pumping works to be designed for
Athe peak hourly demand
Bthe minimum demand
Cthe average daily demand only
Dthe maximum daily demand rather than the peak hourly demand
Answer is hidden
Question 36 of 78Intakes, Pipes and Water Supply Systems
The total capacity of a service reservoir is made up of
Abalancing storage alone
Bfire reserve alone
Cthe average daily demand
Dbalancing storage, breakdown reserve and fire reserve
Answer is hidden
Question 37 of 78Intakes, Pipes and Water Supply Systems
Balancing storage for a service reservoir is determined from
Athe population alone
Bthe fire flow requirement
Cthe pipe diameter
Da mass curve of cumulative supply and cumulative demand
Answer is hidden
Question 38 of 78Intakes, Pipes and Water Supply Systems
The principal disadvantage of a branched (dead-end) distribution system is that
Ait requires iterative network analysis
Ba break anywhere cuts off supply to everything beyond it, and water stagnates at the dead ends
Cit is more expensive than a looped system
Dit maintains excessive pressure throughout
Answer is hidden
Question 39 of 78Intakes, Pipes and Water Supply Systems
Where a water main and a sewer must be laid in the same street, the water main should be
Alaid in the same trench to save cost
Blaid at exactly the same level
Claid above the sewer and at horizontal separation, never in the same trench
Dlaid below the sewer for protection
Answer is hidden
Question 40 of 78Water Treatment Processes and Technologies
Filtration must precede disinfection in a water treatment plant because
Adisinfection would clog the filter
Bthe order makes no difference
Cturbidity shields micro-organisms from the disinfectant
Dfiltration removes the chlorine residual
Answer is hidden
Question 41 of 78Water Treatment Processes and Technologies
In ideal settling theory, the removal efficiency of discrete particles in a sedimentation tank depends on
Athe tank volume alone
Bthe surface area of the tank and not on its depth
Cthe detention time alone
Dthe depth of the tank and not its surface area
Answer is hidden
Question 42 of 78Water Treatment Processes and Technologies
The essential difference between coagulation and flocculation is that coagulation grows the flocs
Ais rapid mixing that chemically destabilises the colloids, while flocculation is slow gentle mixing that
Bremoves the floc and flocculation forms it
Crequires no chemicals
Dis slow mixing and flocculation is rapid mixing
Answer is hidden
Question 43 of 78Water Treatment Processes and Technologies
When alum is used as a coagulant and the raw water has insufficient natural alkalinity
Ano adjustment is ever necessary
Bthe pH will rise automatically
Clime or soda ash must be added, or the pH will fall and coagulation will fail
Dmore alum should simply be added
Answer is hidden
Question 44 of 78Water Treatment Processes and Technologies
The optimum coagulant dose for a particular raw water is determined by
Athe surface overflow rate
Btheoretical calculation from the turbidity
Cthe manufacturer's standard dose
Dthe jar test
Answer is hidden
Question 45 of 78Water Treatment Processes and Technologies
The effective size of filter sand is defined as the sieve size through which
A90 per cent of the sand by weight passes
B10 per cent of the sand by weight passes
C60 per cent of the sand by weight passes
Dall of the sand passes
Answer is hidden
Question 46 of 78Water Treatment Processes and Technologies
Compared with a rapid gravity filter, a slow sand filter operates at a filtration rate that is approximately
Athe same
Bfifty times higher
Ctwice as high
Dfifty times lower
Answer is hidden
Question 47 of 78Water Treatment Processes and Technologies
The schmutzdecke in a slow sand filter is
Athe accumulated backwash water
Ba biological layer at the sand surface responsible for much of the purification
Cthe layer of gravel beneath the sand
Da mechanical screen fitted above the sand
Answer is hidden
Question 48 of 78Water Treatment Processes and Technologies
A slow sand filter is cleaned by
Achemical dosing of the surface
Breplacing the entire bed
Cbackwashing with water and air
Dscraping off the top 20 to 25 mm of sand
Answer is hidden
Question 49 of 78Water Treatment Processes and Technologies
Air scouring during the backwashing of a rapid gravity filter is provided in order to required
Aincrease the filtration rate
Badd oxygen to the filtered water
Cbreak up mudballs and dislodge material that water alone cannot remove, reducing the wash water
Dreplace the need for backwash water
Answer is hidden
Question 50 of 78Water Treatment Processes and Technologies
A roughing filter is provided upstream of a slow sand filter in order to
Adisinfect the water before filtration
Bsoften the water
Creduce a high raw water turbidity that would otherwise clog the slow sand filter
Dincrease the filtration rate of the slow sand filter
Answer is hidden
Question 51 of 78Water Treatment Processes and Technologies
Chlorination is more effective at low pH because
ApH has no effect on chlorination
Bthe hypochlorite ion is the stronger disinfectant
Chypochlorous acid, which predominates below pH 7.5, is far more powerful than the hypochlorite ion
Dchlorine dissolves better in alkaline water
Answer is hidden
Question 52 of 78Water Treatment Processes and Technologies
Ozone and ultraviolet radiation share the limitation, compared with chlorine, that they
Acannot be applied to drinking water
Bare ineffective against bacteria
Cleave no residual to protect the water in the distribution system
Drequire very long contact times
Answer is hidden
Question 53 of 78Reservoirs and Distribution Systems
The principal water quality danger of an intermittent water supply is that
Achlorine is completely removed by storage
Bthe water becomes too cold
Cthe pipes corrode from the outside
Dcontaminated groundwater is drawn in through leaks and joints while the mains are depressurised
Answer is hidden
Question 54 of 78Reservoirs and Distribution Systems
An intermittent supply is also inequitable because
Aonly the poor receive water
Bpressure is identical everywhere
Cthe water is distributed by lottery
Dhouseholds with storage capacity draw more than their share during the supply hours
Answer is hidden
Question 55 of 78Reservoirs and Distribution Systems
The principal advantage of a combined pumping and storage system over direct pumping is that
Ait eliminates the need for treatment
Bthe reservoir absorbs the demand variation, so the pump can run steadily at its best efficiency point
Cthe pumps can be much larger
Dit requires no reservoir
Answer is hidden
Question 56 of 78Reservoirs and Distribution Systems
The balancing storage required in a service reservoir is determined from a mass curve as
Athe total daily demand
Bthe sum of the maximum surplus and the maximum deficit
Cthe difference between inflow and outflow at one instant
Dthe maximum surplus alone
Answer is hidden
Question 57 of 78Reservoirs and Distribution Systems
In hilly terrain such as Nepal's, elevated service reservoirs are rarely built because
Athe water quality would deteriorate
Bground-level tanks hold more water
Celevated tanks are prohibited by law
Da ground-level reservoir on higher ground provides the same head far more cheaply
Answer is hidden
Question 58 of 78Reservoirs and Distribution Systems
The inlet and outlet of a service reservoir should be located at opposite ends in order to
Areduce the cost of construction
Ballow the tank to be emptied faster
Csimplify the pipework
Dpromote circulation through the reservoir and prevent short-circuiting and stagnation
Answer is hidden
Question 59 of 78Reservoirs and Distribution Systems
Reducing excess pressure in a distribution system is an effective means of controlling losses because
Alow pressure improves water quality
Bpressure has no relation to leakage
Cthe leakage rate from existing leaks and the frequency of new bursts both increase with pressure
Dhigh pressure prevents leaks from being detected
Answer is hidden
Question 60 of 78Reservoirs and Distribution Systems
In the analysis of a looped water distribution network, the two conditions that must be satisfied are
Acontinuity at every junction and zero algebraic sum of head losses around every loop
Bequal flow in every pipe and equal length of every loop
Czero flow in every loop
Dequal diameter in every pipe and equal pressure at every node
Answer is hidden
Question 61 of 78Reservoirs and Distribution Systems
In the Hardy Cross method using the Hazen-Williams formula, the exponent n used in the correction formula is
Answer is hidden
Question 62 of 78Reservoirs and Distribution Systems
Non-revenue water is defined as
Athe volume lost through leaks alone
Bthe volume consumed by poor households
Cthe difference between the volume put into the system and the volume for which revenue is received
Dthe volume used for firefighting
Answer is hidden
Question 63 of 78Reservoirs and Distribution Systems
Which of the following is an apparent (commercial) loss rather than a real loss?
AOverflow from a service reservoir
BLeakage from a service connection
CLeakage from a distribution main
DUnder-registration of consumer meters
Answer is hidden
Question 64 of 78Reservoirs and Distribution Systems
Minimum night flow analysis is used in a district metered area to
Acalibrate the chlorine dose
Bestimate the level of leakage, since legitimate consumption is lowest in the small hours
Cmeasure the peak demand
Ddetermine the pipe diameter required
Answer is hidden
Question 65 of 78Reservoirs and Distribution Systems
Active leakage control is necessary because
Amost water is lost through small leaks that never appear at the surface
Ball leaks become visible within a few days
Cleaks occur only in new pipes
Dreported leaks account for most of the loss
Answer is hidden
Question 66 of 78Pumps and Pumping Stations
The total dynamic head that a pump must generate is
Athe total static head only
Bthe difference between suction and delivery pipe diameters
Cthe atmospheric pressure head
Dthe total static head plus all friction and minor losses plus the residual velocity head
Answer is hidden
Question 67 of 78Pumps and Pumping Stations
A positive displacement pump must never have its delivery valve closed against it without a relief valve because it
Awould cavitate instantly
Bdelivers an almost fixed volume regardless of head, so the pressure would rise until something burst
Cwould run at zero power
Dwould stop delivering immediately
Answer is hidden
Question 68 of 78Pumps and Pumping Stations
The operating point of a pumping installation is found at
Athe origin of both curves
Bthe best efficiency point in every case
Cthe highest point of the pump curve
Dthe intersection of the pump characteristic curve and the system curve
Answer is hidden
Question 69 of 78Pumps and Pumping Stations
Partially closing a valve on the delivery side of a centrifugal pump will move the operating point to
Aa higher discharge at a lower head
Bzero discharge immediately
Ca lower discharge at a higher head
Dthe same discharge at a higher head
Answer is hidden
Question 70 of 78Pumps and Pumping Stations
Selecting a pump considerably larger than the duty requires is undesirable because the pump will
Aconsume less power than necessary
Bnever require maintenance
Cdeliver too little water
Doperate far from its best efficiency point, causing recirculation, vibration and accelerated wear
Answer is hidden
Question 71 of 78Pumps and Pumping Stations
Two identical centrifugal pumps operating in parallel will deliver
Aexactly twice the discharge of a single pump
Btwice the head of a single pump
Cless than twice the discharge of a single pump
Dthe same discharge as a single pump
Answer is hidden
Question 72 of 78Pumps and Pumping Stations
According to the affinity laws, reducing the speed of a centrifugal pump to 80 per cent changes the power required to approximately
A40 per cent of the original
B51 per cent of the original
C64 per cent of the original
D80 per cent of the original
Answer is hidden
Question 73 of 78Pumps and Pumping Stations
Cavitation in a pump is avoided by ensuring that
Athe delivery head is as high as possible
Bthe suction pipe is long and narrow
Cthe available NPSH exceeds the required NPSH by an adequate margin
Dthe pump is installed as high as possible above the water
Answer is hidden
Question 74 of 78Pumps and Pumping Stations
At a high-altitude site in the Nepali hills, the available NPSH for a given installation is
Ahigher than at sea level
Blower than at sea level, because atmospheric pressure is reduced
Calways zero
Dunaffected by altitude
Answer is hidden
Question 75 of 78Pumps and Pumping Stations
The most severe pressure transient in a pumping main usually arises from
Asudden stoppage of the pumps on power failure
Bnormal starting of the pump
Ca gradual change in demand
Dslow opening of a valve
Answer is hidden
Question 76 of 78Pumps and Pumping Stations
A flywheel is sometimes fitted to a pump set in order to
Aextend the run-down time after power failure and so reduce the severity of the surge
Bincrease the delivered head
Cimprove the efficiency at the duty point
Dreduce the starting current
Answer is hidden
Question 77 of 78Pumps and Pumping Stations
The volume of a pump sump is determined principally by the requirement to
Aprovide fire fighting reserve
Bsettle out all suspended solids
Cstore a full day's water supply
Dlimit the number of pump starts per hour so that the motor does not overheat
Answer is hidden
Question 78 of 78Pumps and Pumping Stations
In a solar photovoltaic pumping system, water is stored in a tank rather than energy in batteries because
Atanks are required by regulation
Ba water tank is cheaper, longer-lived and far less troublesome than a battery bank
Cbatteries cannot be used with solar panels
Dwater storage produces more energy
Answer is hidden