ACiE/Chapter 8/Read MCQs
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Chapter 8 · MCQ Read Mode

Hydropower

ACIE08·349 Total MCQs
Question 1 of 349Planning of Hydropower Projects

Gross (theoretical) hydropower potential is best described as: consideration of losses or feasibility

AOnly the portion of potential that is currently economically viable
BThe total power theoretically available from all water resources, computed from total head and flow with no
COnly the potential already harnessed by existing plants
DA value that is always identical to economic potential
Answer is hidden
Question 2 of 349Planning of Hydropower Projects

Economic hydropower potential, compared to technical potential, is: actual development planning

AAlways larger than technical potential
BGenerally the smallest of the three potential categories (gross, technical, economic), and most relevant to
CIdentical to gross potential in all cases
DUnrelated to prevailing cost and market conditions
Answer is hidden
Question 3 of 349Planning of Hydropower Projects

The feasibility study stage of hydropower project development is characterized by:

AA broad, low-detail identification of potential sites using available maps only
BA detailed technical, economic, environmental, and social assessment of a specific site/scheme
COnly the construction phase of the project
DOnly the ongoing operation phase after commissioning
Answer is hidden
Question 4 of 349Planning of Hydropower Projects

The correct general sequence of hydropower project development stages is:

AConstruction - feasibility - reconnaissance - operation
BReconnaissance - pre-feasibility - feasibility - detailed engineering/design - construction - operation
COperation - detailed design - reconnaissance - construction
DDetailed design - reconnaissance - pre-feasibility - operation
Answer is hidden
Question 5 of 349Planning of Hydropower Projects

A reconnaissance study, as the earliest stage of hydropower development, primarily involves:

AFinalized construction-ready design
BBroad identification of potential sites using available maps and data
CDetailed environmental and social impact assessment of a single confirmed site
DOngoing plant operation and maintenance
Answer is hidden
Question 6 of 349Planning of Hydropower Projects

Technical hydropower potential differs from gross potential in that it: unavoidable losses

AIgnores all site constraints and losses entirely, exactly as gross potential does
BAccounts for what could actually be harnessed given current technology and site constraints, after
CIs always larger than the gross potential
DIs unrelated to topography or geology
Answer is hidden
Question 7 of 349Planning of Hydropower Projects

Nepal's hydropower development history is generally recognized as having begun with: generation in the country

AA large-scale storage project in the twenty-first century
BA small hydropower plant established in the early twentieth century, marking the start of organized electricity
COnly run-of-river projects developed after 2000
DNo hydropower development prior to recent decades
Answer is hidden
Question 8 of 349Planning of Hydropower Projects

The legal/policy framework governing hydropower development in Nepal addresses all of the following EXCEPT:

AElectricity generation and licensing procedures
BWater resource use and allocation
CHydropower development promotion and incentives
DRegulations governing an entirely unrelated sector, such as civil aviation
Answer is hidden
Question 9 of 349Planning of Hydropower Projects

The pre-feasibility study stage of hydropower development serves primarily to:

AFinalize construction drawings for a project
BProvide preliminary technical/economic screening to shortlist promising sites identified during reconnaissance
CCommission the plant for operation
DReplace the need for a subsequent feasibility study
Answer is hidden
Question 10 of 349Planning of Hydropower Projects

Which of the following best characterizes the relationship among gross, technical, and economic hydropower potential? constraints

AEconomic potential ≥ technical potential ≥ gross potential
BGross potential ≥ technical potential ≥ economic potential, generally narrowing at each stage due to added
CAll three are always numerically identical
DThere is no general relationship among the three
Answer is hidden
Question 11 of 349Power and Energy Potential Study

The power generated by a hydropower plant is calculated using the formula:

AP = QH only, with no efficiency or density term
BP = ρgQHη
CP = η/QH
DP = g/(QHη)
Answer is hidden
Question 12 of 349Power and Energy Potential Study

A flow duration curve (FDC) is primarily used in hydropower planning to: design discharge

AShow the chemical composition of river water
BShow the percentage of time a given discharge is equalled or exceeded at the site, informing the choice of
CDetermine the turbine's specific speed
DCalculate the dam's stability against overturning
Answer is hidden
Question 13 of 349Power and Energy Potential Study

Plant factor, as used in hydropower planning, is defined as:

AAverage load divided by peak load
BAverage power output divided by installed capacity
CInstalled capacity divided by average power output
DPeak load divided by average load
Answer is hidden
Question 14 of 349Power and Energy Potential Study

A run-of-river (ROR) hydropower plant, compared to a storage plant, is characterized by:

AA substantial reservoir enabling significant long-term flow regulation
BLittle to no significant storage, with generation largely following the river's natural flow
CAlways being a pumped storage facility
DAlways having a higher installed capacity than any storage plant
Answer is hidden
Question 15 of 349Power and Energy Potential Study

A pumped storage hydropower plant operates by: turbines to generate power during peak demand

AOnly generating power, with no pumping capability
BUsing surplus off-peak energy to pump water to an upper reservoir, later released through reversible pump-
CRelying solely on run-of-river flow with no reservoirs at all
DOperating exclusively as a base-load plant with constant output
Answer is hidden
Question 16 of 349Power and Energy Potential Study

Live storage in a reservoir refers to:

AStorage below the minimum operating level, unusable for regulation
BUsable storage between the minimum and maximum operating levels, available for regulating releases
CThe total reservoir capacity including all sediment deposits
DStorage that exists only during flood events
Answer is hidden
Question 17 of 349Power and Energy Potential Study

Dead storage in a reservoir primarily serves to:

AProvide the main usable storage for daily power regulation
BAccommodate sediment deposition over the project's life, below the minimum operating level
CIncrease the plant's installed capacity directly
DServe as the primary flood control storage
Answer is hidden
Question 18 of 349Power and Energy Potential Study

A typical run-of-river (ROR) hydropower plant's components, in general sequence from the river to the powerhouse, include:

AOnly a dam and a powerhouse, with no other structures
BDiversion weir, intake, desilting/settling basin, headrace, forebay, penstock, powerhouse, tailrace
COnly a pumped storage upper and lower reservoir
DOnly a spillway and a draft tube
Answer is hidden
Question 19 of 349Power and Energy Potential Study

High-head hydropower plants (typically greater than 100 m) are generally most suited to:

ALow-head-specific turbine types only
BTurbine types suited to high head and typically lower discharge, such as Pelton turbines
CNo specific turbine type; all turbines perform identically regardless of head
DOnly pumped storage configurations
Answer is hidden
Question 20 of 349Power and Energy Potential Study

Load factor, as used in power system/hydropower planning, is defined as:

APeak load divided by installed capacity
BAverage load divided by peak load
CInstalled capacity divided by peak load
DAverage power output divided by average load
Answer is hidden
Question 21 of 349Headworks of Storage Plants

A gravity dam resists water pressure primarily through:

AArch action transferring load to the valley sides
BIts own weight (self-weight)
CA series of buttresses supporting a sloping face
DReversible pump-turbine action
Answer is hidden
Question 22 of 349Headworks of Storage Plants

An arch dam requires which site condition to be structurally effective?

AA very wide, flat valley with weak abutments
BA narrow valley with strong, stable abutments/valley walls capable of resisting arch thrust
CNo specific valley shape requirement at all
DOnly a valley with no bedrock present
Answer is hidden
Question 23 of 349Headworks of Storage Plants

Piping failure in a dam refers to:

AOvertopping of the dam crest during a flood
BProgressive internal erosion along a seepage path within the dam or foundation
CFailure of the spillway gates to open
DA structural failure of the powerhouse only
Answer is hidden
Question 24 of 349Headworks of Storage Plants

In the stability analysis of a gravity dam, the check against overturning primarily ensures: overturning moments

AThe dam's total weight is minimized
BThe resultant of all forces remains within the base, with an adequate factor of safety on the ratio of resisting to
CThe dam has zero uplift pressure at its base
DThe spillway capacity exceeds the probable maximum flood
Answer is hidden
Question 25 of 349Headworks of Storage Plants

Forces considered in the stability analysis of a gravity dam include all of the following EXCEPT:

ASelf-weight of the dam
BUplift pressure beneath the base
CSilt pressure from sediment accumulation
DThe crop water requirement of a nearby irrigation command area
Answer is hidden
Question 26 of 349Headworks of Storage Plants

A grout curtain, as a seepage control measure in dam foundations, functions by:

AIncreasing the foundation's permeability deliberately
BForming a line of grouted boreholes that creates a low-permeability barrier within the foundation
CReplacing the need for any drainage galleries
DOnly being applicable to embankment dams, never gravity dams
Answer is hidden
Question 27 of 349Headworks of Storage Plants

Drainage galleries within a dam primarily serve to:

AIncrease uplift pressure beneath the dam
BRelieve uplift pressure by collecting and draining seepage before it builds up excessive pressure
CReplace the function of the spillway entirely
DProvide access for turbine installation only
Answer is hidden
Question 28 of 349Headworks of Storage Plants

An ogee (overflow) spillway is characterized by:

AA vertical drop with no curved profile
BA smoothly curved crest profile following the shape of the underside of a free-falling jet
CBeing used exclusively for underground powerhouses
DHaving no relationship to flood discharge capacity
Answer is hidden
Question 29 of 349Headworks of Storage Plants

A flip bucket (ski-jump) energy dissipator is particularly used for: plunge pool

ALow-head dams only, where energy dissipation is not a concern
BHigh-head dams, projecting the discharged jet away from the dam toe to dissipate energy in the air and at a
CIrrigation canal regulators exclusively
DReplacing the need for any spillway
Answer is hidden
Question 30 of 349Headworks of Storage Plants

Radial (tainter) gates and vertical lift gates are commonly used at:

AOnly the powerhouse draft tube
BSpillway crests and intakes, for discharge control
COnly within the settling basin of a run-of-river plant
DOnly at pumped storage lower reservoirs
Answer is hidden
Question 31 of 349Headworks of Run-of-River (ROR) Plants

The primary function of a gravel trap in a run-of-river (ROR) plant's headworks is to:

ARemove fine suspended sediment before the settling basin
BTrap coarser bed load particles that enter through the intake, before they reach the settling basin/headrace
CGenerate electrical power directly
DReplace the function of the diversion weir
Answer is hidden
Question 32 of 349Headworks of Run-of-River (ROR) Plants

A skimmer wall/sill at an ROR plant's intake is primarily used to:

AIncrease the entry of bed load and floating debris into the intake
BExclude bed load and floating debris from entering the intake
CReplace the function of the settling basin entirely
DOnly regulate the powerhouse's electrical output
Answer is hidden
Question 33 of 349Headworks of Run-of-River (ROR) Plants

The settling basin in an ROR plant is primarily designed to: the turbine

ATrap only very coarse bed load particles
BReduce flow velocity sufficiently to allow suspended particles above a design size to settle out before reaching
CIncrease flow velocity to flush all sediment downstream immediately
DGenerate electrical power directly
Answer is hidden
Question 34 of 349Headworks of Run-of-River (ROR) Plants

The concentration approach to settling basin design, compared to the practice (empirical) approach, bases the design on: efficiency and basin dimensions

AOnly past project experience, with no reference to downstream requirements
BThe allowable sediment concentration permitted downstream, working back to determine the required trapping
CThe crop water requirement of a nearby command area
DThe dam's stability analysis
Answer is hidden
Question 35 of 349Headworks of Run-of-River (ROR) Plants

The volume of sediment expected to accumulate in a settling basin over an operational period is estimated from:

AOnly the basin's physical dimensions, with no reference to sediment inflow
BThe expected sediment inflow rate and the basin's trapping efficiency for the relevant particle sizes
CThe turbine's specific speed
DThe dam's spillway capacity
Answer is hidden
Question 36 of 349Headworks of Run-of-River (ROR) Plants

Continuous flushing of a settling basin, as opposed to intermittent flushing, involves:

AA single, one-time flushing event with no repetition
BA small continuous flow maintained through flushing channels/conduits during normal operation
CFlushing only once every several years, regardless of sediment load
DNo flushing mechanism at all
Answer is hidden
Question 37 of 349Headworks of Run-of-River (ROR) Plants

Intermittent flushing of a settling basin, compared to continuous flushing, is characterized by: generation

AA constant, uninterrupted small flushing flow at all times
BPeriodic, often more thorough flushing operations that may require a brief interruption or reduction of power
CNever requiring any interruption to generation
DBeing unrelated to sediment accumulation rates
Answer is hidden
Question 38 of 349Headworks of Run-of-River (ROR) Plants

The flushing frequency for a settling basin is determined by comparing: performance drops below an acceptable level

AThe turbine's rated power against the generator's rated voltage
BThe rate of sediment accumulation against the basin's available sediment storage capacity before
CThe dam's height against its base width
DThe crop's base period against its delta
Answer is hidden
Question 39 of 349Headworks of Run-of-River (ROR) Plants

Bed load, as distinct from suspended load, refers to sediment that:

AIs carried in suspension throughout the full flow depth
BMoves along or near the riverbed, generally as coarser particles
CConsists entirely of dissolved minerals
DNever enters the intake under any circumstances
Answer is hidden
Question 40 of 349Headworks of Run-of-River (ROR) Plants

Effective sediment management at an ROR plant's headworks (intake exclusion, gravel trap, settling basin, flushing) is primarily important because: not adequately excluded/removed

ASediment has no effect on turbine components
BAbrasive sediment particles can cause significant wear damage to turbine runners and other components if
CIt only affects the powerhouse's architectural appearance
DIt is relevant only to storage plants, never to ROR plants
Answer is hidden
Question 41 of 349Water Conveyance Structures

Circular cross-sections are generally preferred for hydraulic tunnels operating under high internal pressure because they are:

AThe least hydraulically efficient shape available
BThe most hydraulically efficient and structurally sound shape for high-pressure conditions
COnly suitable for low-pressure, free-flow tunnels
DNever used in tunnel design
Answer is hidden
Question 42 of 349Water Conveyance Structures

Tunnel lining in a hydropower water conveyance tunnel serves to:

AIncrease hydraulic friction losses deliberately
BProvide structural support, reduce friction losses, and help control seepage
CEliminate the need for any hydraulic design calculations
DOnly serve a decorative purpose with no functional benefit
Answer is hidden
Question 43 of 349Water Conveyance Structures

The primary function of a forebay in a hydropower conveyance system is to: penstock intake

AGenerate electrical power directly
BProvide transition/buffer storage to accommodate flow fluctuations, allow sediment settling, and house the
CServe as the main dam structure
DReplace the need for a settling basin upstream entirely
Answer is hidden
Question 44 of 349Water Conveyance Structures

A surge tank is provided on a pressure conduit system primarily to: the powerhouse

AIncrease the water hammer pressure rise deliberately
BAbsorb pressure fluctuations (water hammer) from rapid load changes, by providing a free water surface near
CReplace the function of the penstock entirely
DOnly function during normal, steady-state operation with no load changes
Answer is hidden
Question 45 of 349Water Conveyance Structures

A restricted-orifice surge tank, compared to a simple surge tank, is characterized by:

AHaving no connection to the tunnel at all
BA throttled connection to the tunnel that damps pressure oscillations more quickly
CBeing identical in function to a simple surge tank with no distinguishing feature
DOnly being used for low-head plants
Answer is hidden
Question 46 of 349Water Conveyance Structures

A pressure shaft, as used in hydropower conveyance systems, is best described as: pressure

AAn above-ground steel pipeline identical to a penstock in every respect
BA bored/excavated shaft or tunnel through rock, functionally similar to a penstock, often steel-lined at high
CA structure used only for sediment flushing
DA type of turbine, not a conveyance structure
Answer is hidden
Question 47 of 349Water Conveyance Structures

Hydraulic transients (water hammer) in a penstock are caused by:

ASteady, unchanging flow conditions
BA rapid change in flow velocity, such as valve/gate closure or sudden turbine load rejection/acceptance
COnly the tunnel's lining material
DThe dam's spillway capacity
Answer is hidden
Question 48 of 349Water Conveyance Structures

Water hammer analysis is a critical consideration in the design of:

AOnly the dam's spillway
BThe penstock/pressure shaft wall thickness and the sizing of the surge tank
COnly the crop water requirement of an irrigation command area
DOnly the settling basin's trapping efficiency
Answer is hidden
Question 49 of 349Water Conveyance Structures

The penstock in a hydropower plant conveys water:

AFrom the river directly to the settling basin
BUnder pressure from the forebay/surge tank to the turbine
CFrom the tailrace back to the reservoir
DOnly during plant commissioning, never during normal operation
Answer is hidden
Question 50 of 349Water Conveyance Structures

A chamber (gallery) surge tank, compared to a simple surge tank of the same height, offers:

AA smaller available surge volume
BA larger available surge volume, due to enlarged chambers at the top/bottom of the shaft
CNo difference in surge volume at all
DOnly reduced structural complexity, with a smaller footprint
Answer is hidden
Question 51 of 349Hydro-electric Machines and Powerhouse

A Pelton turbine is classified as an impulse turbine because: runner

AWater remains under pressure throughout its passage through the runner
BA jet of water impinges on bucket-shaped vanes at atmospheric pressure, with no pressure drop across the
CIt is used exclusively for low-head, high-discharge applications
DIt has no runner at all
Answer is hidden
Question 52 of 349Hydro-electric Machines and Powerhouse

A Francis turbine is generally best suited to:

AHigh head, low discharge applications only
BMedium head, medium discharge applications, with pressure dropping across the runner
COnly low-head, very high-discharge applications
DApplications with zero flow variation
Answer is hidden
Question 53 of 349Hydro-electric Machines and Powerhouse

A Kaplan turbine, suited to low head and high discharge, is distinguished by: over a range of flow conditions

AFixed, non-adjustable radial vanes only, with no axial flow component
BAxial flow through the runner with adjustable (or fixed, in a propeller variant) blades, allowing good efficiency
COperating exclusively at atmospheric pressure, like a Pelton turbine
DBeing used only for very high head applications
Answer is hidden
Question 54 of 349Hydro-electric Machines and Powerhouse

Specific speed (Ns) is used in turbine engineering primarily to: Pelton and high values suited to Kaplan turbines

ADetermine the dam's stability against overturning
BClassify and help select the appropriate turbine type for a given head and power, with low values suited to
CCalculate the settling basin's trapping efficiency
DDetermine the crop water requirement
Answer is hidden
Question 55 of 349Hydro-electric Machines and Powerhouse

A scroll case (spiral casing) in a reaction turbine installation functions to:

ARecover residual kinetic energy after the runner
BDistribute the incoming flow uniformly and smoothly around the runner's periphery
CRegulate the turbine's rotational speed directly
DGenerate electrical power directly, bypassing the runner
Answer is hidden
Question 56 of 349Hydro-electric Machines and Powerhouse

A draft tube, used with reaction turbines, primarily serves to: level while still recovering the head difference

AIncrease the velocity of water leaving the runner without any energy recovery
BRecover residual kinetic energy from water leaving the runner and allow the turbine to be set above tailwater
CReplace the function of the scroll case
DOnly function in Pelton turbine installations
Answer is hidden
Question 57 of 349Hydro-electric Machines and Powerhouse

Governors in a hydropower plant primarily function to: maintaining stable frequency

AIncrease the turbine's specific speed permanently
BRegulate turbine speed/output by adjusting gate or needle/deflector position in response to load changes,
CReplace the function of the generator entirely
DOnly operate during initial plant commissioning
Answer is hidden
Question 58 of 349Hydro-electric Machines and Powerhouse

Generators used in hydropower plants are typically:

AInduction generators exclusively, with no synchronous option
BSynchronous generators, rated by parameters including rated power, voltage, and power factor
CDevices that convert electrical energy into mechanical energy, the reverse of a generator's actual function
DUnrelated to the turbine's rotational output
Answer is hidden
Question 59 of 349Hydro-electric Machines and Powerhouse

An underground powerhouse, compared to a surface powerhouse, is generally chosen:

AOnly for very low-head schemes with minimal geological constraints
BFor very high head/large schemes or where surface siting is geologically or otherwise constrained
COnly when no turbine-generator equipment is required
DBecause it is always cheaper than a surface powerhouse in every case
Answer is hidden
Question 60 of 349Hydro-electric Machines and Powerhouse

The overall dimensions of a powerhouse are primarily determined by: clearances

AThe crop water requirement of a nearby irrigation command area
BThe equipment's size and layout, crane requirements for installation/maintenance, and necessary operational
COnly the tunnel lining material used upstream
DThe settling basin's flushing frequency
Answer is hidden
Question 61 of 349Hydropower

As per water resources act 2049, the second priority for water use is .........................

Adomestic use
Birrigation
Canimal husbandries and fisheries
Dhydro-electricity
Answer is hidden
Question 62 of 349Hydropower

The first hydroelectric power plant is .........................

AChandrajyoti hydroelectric plant [500 kW]
BVulcan Street Plant [12.5kW]
CSidrapong Hydroelectric Plant [2 x 65 kW]
DShilongha Hydropower Station [240 kW]
Answer is hidden
Question 63 of 349Hydropower

The first hydropower of Nepal from private sector is .........................

ABudigandaki
BChameliya
CKhimti
DTrisuli 3B
Answer is hidden
Question 64 of 349Hydropower

The third hydropower plant based on hydropower development in Nepal is .........................

AKhimti
BPharping, 250 kW
CPanauti
DKulekhani
Answer is hidden
Question 65 of 349Hydropower

The First Hydropower of Nepal is ......................... having capacity of ......................... kW of each turbine.

APharping, 500
BPharping, 250
CPharping, 1000
DPharping, 100
Answer is hidden
Question 66 of 349Hydropower

The date of construction and capacity of Pharping hydropower plant is .........................

A1911 AD, 500 KW
B1811 AD, 500 KW
C1911 AD, 100 KW
D1968 AD, 500 KW
Answer is hidden
Question 67 of 349Hydropower

Which province of Nepal has highest hydroelectric power production?

AKarnali
BGandaki
CKoshi
DBagmati
Answer is hidden
Question 68 of 349Hydropower

The largest hydropower of Nepal has installed capacity of .........................

A1200 MW
B900 MW
C456 MW
D144 MW
Answer is hidden
Question 69 of 349Hydropower

Based on capacity, the largest peaking hydropower plant of Nepal is .........................

AKaligandaki A
BMarsyangdi
CMiddle Marsyangdi
DUpper Tamakoshi
Answer is hidden
Question 70 of 349Hydropower

Which of the following is the type of canal drop hydropower project?

AChatar HPP [3.2 MW]
BFewa HPP [1 MW]
CGandak HPP [15 MW]
DAll of the above
Answer is hidden
Question 71 of 349Hydropower

......................... is the second largest country in total installed capacity of hydropower plant.

AChina
BBrazil
CU.S.A.
DCanada
Answer is hidden
Question 72 of 349Hydropower

The second largest hydropower project of the world is .........................

AXiluodu hydropower project
BBaihetan dam hydropower project
CItaipu dam hydropower project
DThree George dam hydropower project
Answer is hidden
Question 73 of 349Hydropower

What is the right sequential order for Power development nowadays in case of Nepal?

APPA-survey license-testing and commissioning-financial closure
BSurvey license-PPA-financial closure-testing and commissioning
CFinancial closure-survey license-PPA-testing and commissioning
DPPA-financial closure-survey license-testing and commissioning
Answer is hidden
Question 74 of 349Hydropower

According to Nepal Electricity Authority (NEA) policy 2001, which of the following is the first priority of the policy?

ATo increase electricity generation through renewable energy sources.
BTo ensure reliable and affordable electricity supply to consumers
CTo promote foreign investment in the electricity sector
DTo develop hydropower projects for export-oriented purpose
Answer is hidden
Question 75 of 349Hydropower

Which of the following was not good for hydropower development policy?

Ato develop hydroelectricity in cheapest rate
Bto develop hydro-electricity in adequate amount
Cto import electricity from one country to reduce loadshedding
Dto increase involvement of private sector in hydropower
Answer is hidden
Question 76 of 349Hydropower

The objective of hydropower development policy is .........................

Ato generate electricity at low cost by utilizing the water resources
Bto extend reliable and qualitative electric service throughout nepal at a reasonable price
Cto render support for the development of rural economy
Dall of the above
Answer is hidden
Question 77 of 349Hydropower

The Nepal power system master plan aims to increase installed capacity by 2040 AD to .........................

A4000 MW
B1000 MW
C17000 MW
D23000 MW
Answer is hidden
Question 78 of 349Hydropower

For the development of hydropower project, developer need approval from .........................

A5 ministries and 13 departments
B5 ministries and 23 departments
C7 ministries and 13 departments
D7 ministries and 23 departments
Answer is hidden
Question 79 of 349Hydropower

Which of the following acts was enacted in Nepal in 2041 BS?

AElectricity Act
BHydropower Act
CEnergy Act
DRenewable Energy Act
Answer is hidden
Question 80 of 349Hydropower

From when independent power producer [IPP] start to develop the hydropower project in Nepal?

A1990 AD
B1992 AD
C2001 AD
D2008 AD
Answer is hidden
Question 81 of 349Hydropower

Electricity regulation is approved by .........................

AMinistry of Energy, Water Resources and Irrigation
BGovernment of Nepal
CNepal Electricity Authority
DDepartment of Electricity Development
Answer is hidden
Question 82 of 349Hydropower

The survey license for the hydropower project is provided for the maximum period of .........................

A2 yrs
B3 yrs
C5 yrs
D15 yrs
Answer is hidden
Question 83 of 349Hydropower

The transmission and distribution license for the hydropower project is provided for .........................

A5 yrs
B25 yrs
C30 yrs
D35 yrs
Answer is hidden
Question 84 of 349Hydropower

The hydropower generation license provided in Nepal for domestic-market oriented project for .........................

A20 yrs
B25 yrs
C30 yrs
D35 yrs
Answer is hidden
Question 85 of 349Hydropower

NEA purchase the electricity from storage plant through PPA for wet and dry season for .........................

ANRS. 4.8 and NRS. 8.4 per unit
BNRS. 4.8 and NRS. 10.55 per unit
CNRS. 7.1 and NRS. 12.4 per unit
Dnone of the above
Answer is hidden
Question 86 of 349Hydropower

There is provision of negotiable rate of Royalty structure for hydropower project above .........................

A10 MW
B100 MW
C500 MW
D1000MW
Answer is hidden
Question 87 of 349Hydropower

The rated capacity of hydropower projects to be eligible for foreign currency PPA for project above .........................

A1 MW
B25 MW
C100 MW
D250 MW
Answer is hidden
Question 88 of 349Hydropower

A hydroelectric generating station is supplied from a reservoir of capacity 6 million m³ at a head of 170 m. Determine the potential energy stored in this water.

A10 × 10⁹ J
B10 × 10¹⁰ J
C10 × 10¹¹ J
D10 × 10¹² J
Answer is hidden
Question 89 of 349Hydropower

A large hydropower station has a head of 324 metre and an average flow of 1370 m³/sec. The available hydraulic power from this station will be .........................

A4.35 GW
B4.15 GW
C4.47 GW
D4.73 GW
Answer is hidden
Question 90 of 349Hydropower

A canal drop is 6m and discharge available through the turbine is 50 cumec. Find the electrical energy available.

A2352 KW
B2352 MW
C2.352 KW
D235.2 KW
Answer is hidden
Question 91 of 349Hydropower

Calculate the power of the plant with following data : H = 423.5 m, head loss = 2.5 m, Q = 0.9 m³/s and η = 85% .........................

A3159.43 kW
B3159.45 W
C3159.45 MW
D3159.45 kW
Answer is hidden
Question 92 of 349Hydropower

Which factor determines the head available for power generation in a hydropower plant?

AThe difference in elevation between the water source and the turbine
BThe distance between the water source and the turbine
CThe size of the penstock
DThe diameter of the turbine blades
Answer is hidden
Question 93 of 349Hydropower

The difference of head at the point of entry and exit of turbine is ..........

Adesign head
Bgross head
Ceffective head
Drated head
Answer is hidden
Question 94 of 349Hydropower

For reaction turbine, the effective head for the hydro-electric power plant is ..........

Ahead base level - tail race level
Bgross head - sum of all head losses
Cgross head - sum of all head losses + suction pressure head
Dgross head - sum of all head losses - suction pressure head
Answer is hidden
Question 95 of 349Hydropower

In hydropower plant, the net head is ..........

Adifference between water level and tailrace
Bmaximum water level at reservoir
Cgross head - head losses
Dgross head + head losses
Answer is hidden
Question 96 of 349Hydropower

To ensure maximum overall plant efficiency, the rated head should be equal to ..........

Adesign head
Bgross head
Coperating head
Dnet head
Answer is hidden
Question 97 of 349Hydropower

Flow duration curve is the graph drawn between ..........

Adischarge vs time
Bdischarge and the percentage of the time exceeded
Ccumulative rate of flow
Dcumulative volume of flow
Answer is hidden
Question 98 of 349Hydropower

The flow duration curve at a given head of a hydroelectric plant is used to determine ..........

Aload-factor of the plant
Btotal units of energy available
Ctotal power available at site
Dmaximum rate of run-off during that period
Answer is hidden
Question 99 of 349Hydropower

The area under a flow duration curve represents ..........

Atotal units of energy available
Btotal power available at site
Ctotal quantity of run-off during that period
Dmaximum rate of run-off during that period
Answer is hidden
Question 100 of 349Hydropower

Mass curve is also known as ..........

Ademand curve
Bsupply curve
Crippl curve
Dflow duration curve
Answer is hidden
Question 101 of 349Hydropower

A ROR type hydropower plant with 100 MW installed capacity and with Q₀ design flow can generate the full capacity at least for .......... days of a year.

A146 days
B245 days
C300 days
D365 days
Answer is hidden
Question 102 of 349Hydropower

The power which is available only in periods of high flow in river is called ..........

Aprimary power
Bsecondary power
Cpower factor
Dplant capacity
Answer is hidden
Question 103 of 349Hydropower

The net power continuously available from a plant to consumer at any time ..........

Aprimary power
Bsecondary power
Cpower factor
Dplant capacity
Answer is hidden
Question 104 of 349Hydropower

The power continuously available from a plant to consumer is ..........

Afirm power
Bsecondary power
Cplant power
Dwater power
Answer is hidden
Question 105 of 349Hydropower

The pondage in a hydropower station is ..........

Apond level
Btemporary storage to meet peak demands
Cexcess runoff to last for years
Dexcess runoff for a few hours only
Answer is hidden
Question 106 of 349Hydropower

Power factor is ..........

Aapparent power - actual power
Bactual power / apparent power
Cactual power
Dapparent power
Answer is hidden
Question 107 of 349Hydropower

The ratio of average output of a plant to plant capacity is ..........

Aload factor
Bcapacity factor
Cutilization factor
Dpower factor
Answer is hidden
Question 108 of 349Hydropower

The value of diversity factor is always ..........

Aless than zero
Bless than 1
Cbetween 0 and 1
Dgreater than 1
Answer is hidden
Question 109 of 349Hydropower

What is a load factor?

AThe ratio of average to maximum demand
BThe ratio of maximum demand to average load
CThe product of maximum demand and average load
DThe ratio of average load to the plant capacity
Answer is hidden
Question 110 of 349Hydropower

The demand factor of hydropower plant is ratio of ..........

Aconnected load to maximum load
Baverage load to maximum load
Cmaximum demand to connected load
Dmaximum load to plant capacity
Answer is hidden
Question 111 of 349Hydropower

Which of the following is the formula for plant capacity factor ..........

Aaverage demand / plant capacity
Bplant capacity / average demand
Cplant hours of use / station output
Dsum of individual maximum demand / maximum demand of plant
Answer is hidden
Question 112 of 349Hydropower

Coincidence factor is the reciprocal of ..........

Atotal demand
Bload factor
Cdiversity factor
Dplant factor
Answer is hidden
Question 113 of 349Hydropower

The load curve is the curve showing the .......... on the power station with respect to time.

Amaximum load
Bvariation of load
Cminimum load
Dconstant load
Answer is hidden
Question 114 of 349Hydropower

In Nepal, the consumption of electricity is maximum during ..........

A5 AM to 11 PM
B11 PM to 5 AM
C5 PM to 11 PM
D11 PM to 5 AM
Answer is hidden
Question 115 of 349Hydropower

If installed capacity is equal to peak load, then the ratio of capacity factor to the load factor ..........

A0
B< 1
C> 1
D1
Answer is hidden
Question 116 of 349Hydropower

In Nepal for project upto .......... the installed capacity is fixed based on Qo.

A100 kW
B1 MW
C25 MW
D100 Mw
Answer is hidden
Question 117 of 349Hydropower

Which of the following method is utilized for fixing installed capacity of Hydropower plant?

ADemand supply approach
BRating curve approach
CMass analysis approach
DMarginal cost benefit approach
Answer is hidden
Question 118 of 349Hydropower

Which type of hydropower plant is designed to operate continuously, with little or no fluctuation in output?

AROR
BPumped-storage plant
CIntermediate load plant
DPeaking plant
Answer is hidden
Question 119 of 349Hydropower

When the operating cost of the power plant is high but it provides great flexibility then the plant used is ..........

ABase load plant
BPeak plant
CBase and peak plant
DNone of the above
Answer is hidden
Question 120 of 349Hydropower

In remote isolated area having only one micro hydropower, capacity of hydropower should be equivalent to?

AAverage load
BPeak load
CBase load
DMinimum load
Answer is hidden
Question 121 of 349Hydropower

In context of Nepal, the installed capacity of mini-hydropower plant is ..........

Aless than 100 kW
Bless than 500 kW
C1-25MW
D100-1000 kW
Answer is hidden
Question 122 of 349Hydropower

Which type of hydropower plant is most commonly used for small-scale electricity generation in rural areas?

AMicro/hydropower plant
BReservoir plant
CPumped-storage plant
DTidal plant
Answer is hidden
Question 123 of 349Hydropower

What is the most common type of hydropower facility in Nepal?

ARun-of-river
BReservoir
CPumped-storage plant
DWave
Answer is hidden
Question 124 of 349Hydropower

The plants which regulate daily or weekly hydrograph of river is ..........

AROR plant
BPeak plant
CStorage plant
DPumped plant
Answer is hidden
Question 125 of 349Hydropower

Which type of hydropower plant uses a dam to create a reservoir to store water for electricity generation?

AROR plant
BRun-of-river plant
CPumped-storage plant
DReservoir plant
Answer is hidden
Question 126 of 349Hydropower

Which one is suitable to meet base load as well as peak load?

AReservoir plant
BROR without pondage
CROR with pondage
DPumped
Answer is hidden
Question 127 of 349Hydropower

The hydropower plant which utilizes the minimum flow in river having no appreciable pondage on its upstream is ..........

AROR plants
BStorage plants
CPeak load only
DAll of the above
Answer is hidden
Question 128 of 349Hydropower

If operating cost is high but the plant offers great flexibility, the plant is used for ..........

Abase load only
Bpeak load only
Cstorage plant
Dwe don't use such plant
Answer is hidden
Question 129 of 349Hydropower

A hydropower plant developed at the site of a drop in an irrigation canal is of type ..........

Arun-of river plant
Bpeak run-off river plant
Cpumped storage plant
Dstorage plant
Answer is hidden
Question 130 of 349Hydropower

Which of the following is correct? (i) Diesel engine works as base load. (ii) Storage hydropower is used for peak time.

A(i)
B(ii)
Cboth (a) and (b)
Dnone of the above
Answer is hidden
Question 131 of 349Hydropower

What is the name of the process where water is pumped back into a reservoir when electricity demand is low?

APumped storage
BTidal storage
CWave storage
DSolar storage
Answer is hidden
Question 132 of 349Hydropower

The same water is utilized again and again in .......... type of hydropower plant.

AROR
Bstorage
Cpumped storage
Dall of the above
Answer is hidden
Question 133 of 349Hydropower

The reversible turbines and pumps are very suitable for ..........

AROR hydro-plant
Bpumped storage plant
Cwind power plant
Dtidal plant
Answer is hidden
Question 134 of 349Hydropower

Which of the following is hydro plant is PRoR type?

AKhimti
BBhotekoshi
CUpper-Tamakoshi
DKulekhani
Answer is hidden
Question 135 of 349Hydropower

The volume of water that can be stored in the particular reservoir is called ..........

Areservoir capacity
Bcontrolled outflow
Ccatchment basin
Duncontrolled outflow
Answer is hidden
Question 136 of 349Hydropower

The ratio of sediment deposited in the reservoir to the total volume of sediment carried by the river is ..........

Atrap efficiency
Bsedimentation
Ccapacity inflow ratio
Dlife of reservoir
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Question 137 of 349Hydropower

Trap efficiency is the function of ..........

Acapacity inflow ratio
Bcapacity outflow ratio
Cdischarge and sediment ratio
Dnone of the above
Answer is hidden
Question 138 of 349Hydropower

The volume of water stored between normal reservoir level and maximum reservoir level is ..........

Asurcharg storage
Blive storage
Cuseful storage
Ddead storage
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Question 139 of 349Hydropower

What is dead storage of storage reservoir?

Alevel between bed level and full reservoir level
Blevel between bed level and minimum pool level
Clevel between bed level and max water level
Dlevel between minimum pool level and full reservoir level
Answer is hidden
Question 140 of 349Hydropower

If 20% of the reservoir is marked for dead storage reservoir capacity 30 M cum. meter and the average silt decomposition in the reservoir is 0.1 M cumec, then the useful life of the reservoir will start reducing after ..........

A60 yrs
B90 yrs
C150 yrs
D30 yrs
Answer is hidden
Question 141 of 349Hydropower

What is the utilization factor for the power plant of 100 MW installed capacity which supply 570000 KWH per day of energy with peak load of 95 MW.

A0.23
B0.95
C0.25
D0.6
Answer is hidden
Question 142 of 349Hydropower

Energy consumed in a week is 5880000 kWhr and peak demand is 100 MW, determine load factor of this plant.

A0.35
B0.5
C0.588
D0.63
Answer is hidden
Question 143 of 349Hydropower

Calculate the capacity factor of a plant with two turbines of each capacity 20 MW. The load duration hydropower plant varies from 10 MW to 35 MW.

A0.56
B0.51
C0.575
D0.63
Answer is hidden
Question 144 of 349Hydropower

Calculate utilization factor if the maximum power utilized is 40,000 kW and two turbo generators installed each of capacity 23,000 kW.

A0.73
B0.87
C0.575
D0.63
Answer is hidden
Question 145 of 349Hydropower

In a hydropower plant of installed capacity 100MW, 42GWh energy is produced in one month. What is the approx. capacity factor of that plant?

A0.56
B0.58
C0.6
D0.64
Answer is hidden
Question 146 of 349Hydropower

A consumer consumes 600 kWh per day at a load factor of 0.5. Without increasing the maximum demand, if the consumer increases the load factor to 0.8, the consumption of energy in kWh would be ..........

A480
B960
C900
D300
Answer is hidden
Question 147 of 349Hydropower

Which dam is a better choice when the raw materials are not available and have to be transported from far off distances?

AEarthen dam
BRock-fill dam
CConcrete gravity dam
DHollow concrete dam
Answer is hidden
Question 148 of 349Hydropower

The temporary dam constructed for dewatering the area to facilitates the execution of foundation work is known as ..........

Adetention dam
Bdiversion dam
Ccoffer dam
Dstorage dam
Answer is hidden
Question 149 of 349Hydropower

What is the primary function of a cofferdam?

ATo store large volumes of water
BTo regulate water flow for irrigation purposes
CTo prevent flooding
DTo provide a dry work area during construction
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Question 150 of 349Hydropower

Which structure is best suited to resist earthquake shocks without danger?

AEarthen dam
BConcrete gravity dam
CTimber dam
DBoth earthen and concrete gravity dams
Answer is hidden
Question 151 of 349Hydropower

The type of dam suitable for low wide George is ..........

Aarch dam
BV-shaped dam
Cembankment dam
Dbuttress dam
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Question 152 of 349Hydropower

Which of the following earth dam is suitable only on impervious foundation?

AZoned embankment type
BHomogenous embankment type
CNon-homogenous type
DDiaphragm type
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Question 153 of 349Hydropower

When gravel and sand are available in bed strata, the type of dam selected may be ..........

Amasonry dam
Bgravity dam
Cembankment dam
Dbuttress dam
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Question 154 of 349Hydropower

The process of laying and compacting earth in layer by power roller under OMC for construction of earthen dam is known as ..........

Arolled filled method
Bhydraulic fill method
COMC method
Dcompaction
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Question 155 of 349Hydropower

The construction materials which are transported and laying all done with agency of water is called ..........

Arolled filled earth dam
Bhydraulic fill earth dam
Chomogenous earth dam
Ddiaphragm type earth dam
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Question 156 of 349Hydropower

In diaphragm type earth dam, the thickness of this impervious material in central part is ..........

Aless than 2.5 m
Bless than 5.0 m
Cless than 10.0 m
Dgreater than 7.5 m
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Question 157 of 349Hydropower

Type of dam is preferred if spillway location is available separate from main dam.

AArch dam
BEarthen dam
COverlow concrete dam
DEarth dam and concrete gravity dam
Answer is hidden
Question 158 of 349Hydropower

When the reservoir is empty, the maximum vertical stress is equal to ..........

AW/B(1 + 6e/B) at heel and W/B(1 - 6e/B) at toe
B2W/B at heel and W/B = 0 at toe
C2W/B at heel = 0 and toe = 0
D2W/B at heel and toe = 0
Answer is hidden
Question 159 of 349Hydropower

When the reservoir is full, the maximum compressive force in a gravity dam is produced ..........

Aat the heel
Bat the heel and toe = 0
Cat the toe
Dat the centre of the base
Answer is hidden
Question 160 of 349Hydropower

When the middle third of the base is full, the maximum compressive stress in a gravity dam is produced ..........

Awithin the middle third of the base
Bat the heel
Cat the toe
Dpasses through 3rd middle rule
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Question 161 of 349Hydropower

What is the value of eccentricity for no tension condition in the dam?

Ae <= B / 6
Be > B / 6
Ce >= B / 3
De < B / 3
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Question 162 of 349Hydropower

The middle 3rd rule is used in ..........

Atension
Bcompression
Csliding
Dshear
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Question 163 of 349Hydropower

Which of the following is not a potential failure mode for a dam?

AOvertopping
BSeismic activity
CErosion
DVolcanic eruption
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Question 164 of 349Hydropower

The resultant of the dam must lie at .......... in order to ensure that no tension developed.

Amiddle third of base
Bmiddle of base
Cthird middle of base
Danywhere
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Question 165 of 349Hydropower

The applicability of middle third rule used in the design of structures under combined direct and bending stresses is ..........

Afeasible to circular cross sections only
Bnot feasible
Cfeasible to square and circular cross sections only
Dfeasible to rectangular cross-sections only
Answer is hidden
Question 166 of 349Hydropower

What should be done to avoid the Friction failure of dam?

ADecrease the base width
BProvide anchorage at the bottom, prism
CIncrease the base width, and prism
DProvide anchorage at the bottom, prism
Answer is hidden
Question 167 of 349Hydropower

What is the recommended value of the shear friction factor against sliding?

AMore than unity
BLess than unity
CMore than 3 to 5
DLess than 3
Answer is hidden
Question 168 of 349Hydropower

The structure which derives its stability due to self-weight is ..........

Asheet pile wall
Bbulk head
Ccantilever retaining wall
Dmasonry retaining wall
Answer is hidden
Question 169 of 349Hydropower

The factor of safety against sliding shall be ..........

Aat least 1.5
Bmore than 3.0
Cbetween 2.5 and 3.0
Dequal to 1.0
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Question 170 of 349Hydropower

Which of the following is a type of foundation treatment used in dam construction?

AGrouting
BPiling
CBlasting
DAll of the above
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Question 171 of 349Hydropower

The type of foundation treatment for gravity dam is ..........

Apreparation of surface
Bprovide filter media
Cgrouting the foundation
Dboth (a) and (b)
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Question 172 of 349Hydropower

The bottom portion of a concrete or a masonry gravity dam is usually stepped in order to ..........

AIncrease the overturning resistance of the dam
BIncrease the shear strength
Cdecrease the shear strength
Dincrease the frictional resistance
Answer is hidden
Question 173 of 349Hydropower

The uplift pressure on a dam can be controlled by i) constructing cutoff under upstream face ii) constructing drainage channels between the dam and its foundation iii) by pressure grouting in foundation The correct answer is ..........

Aonly (i)
Bboth (i) and (ii)
Cboth (i) and (iii)
D(i), (ii) and (iii)
Answer is hidden
Question 174 of 349Hydropower

When the factor of safety against sliding in retaining wall less than 1.5 to prevent the structure from sliding which of the following measure is used?

AProviding additional anchors
BIncreasing width of foundation
CCutoff in downstream
DIncreasing the friction angle of the soil behind the wall
Answer is hidden
Question 175 of 349Hydropower

In concrete gravity dam with a vertical upstream face, the stabilizing force is provided by the ..........

AWeight of the dam
Buplift pressure
Cwater supported against the upstream slope
Dall of the above
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Question 176 of 349Hydropower

The provision of drainage gallery in a gravity dam help in reducing ..........

Ahydrostatic pressure
Bseepage pressure
Cuplift pressure
Dboth hydrostatic pressure and seepage pressure
Answer is hidden
Question 177 of 349Hydropower

A gravity dam is subjected to hydrodynamic pressure caused by ..........

Athe rising waves of the reservoir when a flood wave enters into it
Bthe rising waves in the reservoir due to high winds
Cthe increase in water pressure momentarily caused by horizontal earthquake acting towards the reservoir
Dthe increase in water pressure momentarily caused by the horizontal earthquake acting towards the dam
Answer is hidden
Question 178 of 349Hydropower

In a concrete gravity dam with a vertical upstream face the stabilizing force is provided by the ..........

Aweight of the dam
Bthe water supported against the upstream slope
Cuplift pressure
Dwater pressure at the tail-end
Answer is hidden
Question 179 of 349Hydropower

What is Von Karman's formula for hydrodynamic force?

AFₑ = 0.73 × kₕ × γw × H²
BFₑ = 0.8 × kₕ × γw × H²
CFₑ = 0.555 × kₕ × γw × H²
DFₑ = 0.9 × kₕ × γw × H²
Answer is hidden
Question 180 of 349Hydropower

The vertical component of the earthquake wave which produces adverse effects on the stability of a dam when is acting in ..........

Aupward direction
Bdownward direction
Cboth upward and downward direction
Dany direction
Answer is hidden
Question 181 of 349Hydropower

The vertical downward earthquake acceleration av = 0.1 × g acting on a gravity dam will ..........

Aincrease the resisting weight of the dam by 10%
Bdecrease the resisting weight of the dam by 10%
Cincrease the uplift by 10%
Ddecrease the uplift by 10%
Answer is hidden
Question 182 of 349Hydropower

For wave action in dam, the height of free board is generally taken to be equal to ..........

A1.5 × hw
B0.75 × hw
C1 × hw
D1.5 × hw
Answer is hidden
Question 183 of 349Hydropower

Which of the following method is the sediment controlling technique in reservoir?

AMechanical stirring
BDredging method
CRemoval of post flood water
DAll of the above
Answer is hidden
Question 184 of 349Hydropower

What type of failure occurs when the minimum stress exceeds the allowable compressive stress of the dam material?

AOverturning
BCrushing
CSliding
DDevelopment of tension
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Question 185 of 349Hydropower

The axis of a gravity dam is the ..........

Aline of the crown of the dam on the downstream side
Bline of the crown of the dam on the upstream side
Ccentre-line of the top width of the dam
Dline joining mid-points of the base
Answer is hidden
Question 186 of 349Hydropower

To enhance the Factor of Safety (FOS) against overturning moment for a dam with a low FOS, which measure is recommended?

AIncorporating shear keys
BIncreasing foundation depth
CAnchoring at the crest of the dam
DAnchoring at the base of the dam
Answer is hidden
Question 187 of 349Hydropower

The recommended top width of low earthen dam is ..........

AH + 3
B0.2 H + 3
CH + 5
D0.2 H
Answer is hidden
Question 188 of 349Hydropower

The shape of the phreatic line is ..........

AParabola
BStraight line
CCylindrical
DCircular
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Question 189 of 349Hydropower

The hydrostatic pressure on the phreatic line within a dam section is ..........

Agreater than atmospheric pressure
Bequal to atmospheric pressure
Cless than atmospheric pressure
Dnone of the above
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Question 190 of 349Hydropower

What is the importance of providing core in earthen embankment?

ATo increase stability
BTo control seepage
CFor aesthetic purposes
DTo enhance vegetation
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Question 191 of 349Hydropower

The central core of the zoned embankment type earth dam ..........

Aprevents piping
Bchecks the seepage
Cgives stability to the central impervious fill
Ddistribute the load over a large area
Answer is hidden
Question 192 of 349Hydropower

What is the primary cause of dam failure due to overtopping?

AInadequate spillway capacity
BPoor design of the dam foundation
CNatural disasters such as earthquakes
DHuman error during construction or maintenance
Answer is hidden
Question 193 of 349Hydropower

A rock toe and horizontal filter is provided on downstream base of an earthen dam in order to ..........

Aprevent piping action in the dam body
Bprevent piping action in the dam foundation
Creduce the seepage quality by blocking its flow
Dcollect and drain out the seepage flow
Answer is hidden
Question 194 of 349Hydropower

What are the two main causes of failure of hydraulic structure on the pervious foundation?

ASeepage and over-turning
BUndermining and uplift
COver-turning and piping
DOverturning and uplift
Answer is hidden
Question 195 of 349Hydropower

Sloughing is the process of ..........

Aprogressive erosion
Bsubsequent removal of soil grains from within the dam
Cuncontrolled seepage passage through the dam body
Dprogressive removal of soil from the d/s face
Answer is hidden
Question 196 of 349Hydropower

.......... helps to control seepage in earth dam.

AProviding the drainage filter
BImpervious cutoff
CRelief wall and drain trenches
DAll of the above
Answer is hidden
Question 197 of 349Hydropower

The spillway in reservoir is used for ..........

Ato withdraw the design discharge
Bto pass excess water d/s safely
Cto settle the suspended particles
Dto control the bed load
Answer is hidden
Question 198 of 349Hydropower

In a hydro-electric plant, spillways are used ..........

Ato dissipate energy of surplus-water
Bto discharge surplus water on the downstream side of dam
Cwater is not available in sufficient quantity
Dnone of the above
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Question 199 of 349Hydropower

Spillway is an overflow section which allows to discharge ..........

Adisaster flood
Bsurplus flood
Cmaximum probable flood
Dnormal flood
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Question 200 of 349Hydropower

The safety valve of the dam is its ..........

Adrainage gallery
Binspection gallery
Cspillway
Doutlet sluices
Answer is hidden
Question 201 of 349Hydropower

The supplementary structure constructed in conjunction with main spillway to divert and releases the flood in case of failure of main spillway is known as ..........

Aemergency spillway
Bauxiliary spillway
Cchute spillway
Dsecondary spillway
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Question 202 of 349Hydropower

A shaft spillway is provided ..........

Ainside the body of a gravity dam
Binside the downstream of reservoir
Cinside the upstream of reservoir
Don side flanks of the main dam
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Question 203 of 349Hydropower

Morning glory is the ..........

Aspecial flared inlet of the shaft spillway of a dam of very small height
Bspecial flared inlet of the shaft spillway of a large dam project
Ca horizontal tunnel constructed in a shaft spillway across the body of a gravity dam to carry surplus reservoir water to the d/s river
Da horizontal tunnel constructed in a shaft spillway across the body of an earthen dam through its foundation to carry surplus reservoir water to the d/s river
Answer is hidden
Question 204 of 349Hydropower

In case of non-availability of space due to topography, the most suitable spillway is ..........

Astraight drop spillway
Bchute spillway
Cogee spillway
Dshaft spillway
Answer is hidden
Question 205 of 349Hydropower

The spillway which can be adopted with ease on gravity as well as earthen dams is called ..........

Aogee spillway
Bside channel spillway
Cchute spillway
Dshaft spillway
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Question 206 of 349Hydropower

In a chute spillway, the flow is usually ..........

Acritical
Buniform
Csuper critical
Dsub-critical
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Question 207 of 349Hydropower

Which of the following spillway is least suitable for the earthen dam?

AChute spillway
BSide channel spillways
COgee spillways
DShaft spillway
Answer is hidden
Question 208 of 349Hydropower

The device that does not help in energy dissipation at the bottom of a hydraulic structure over which water spills is ..........

Achute block
Bdentated sill
Cmorning glory
Dbaffle piers
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Question 209 of 349Hydropower

Energy dissipator provided if jump height is more than tail water depth.

ASloping apron
BSki jump
CRoller bucket
DAll of the above
Answer is hidden
Question 210 of 349Hydropower

Energy dissipation downstream of a sloping glacis is achieved by which of the following mechanisms?

AMorning glory spillway
BHydraulic jump
COgee spillway
DSpillway apron
Answer is hidden
Question 211 of 349Hydropower

If the height of the dam is 35 meters and specific gravity of concrete is 2.4 with no uplift pressure, what should be the minimum base width of dam by considering elementary profile of a dam, if the coefficient of friction is 0.7.

A20.33
B21.23
C35
D22.6
Answer is hidden
Question 212 of 349Hydropower

What is the approx. height of the dam having elementary profile, without considering uplift, if the base width is 35 m and specific gravity of dam material is 2.45?

A22.36 m
B42.15 m
C54.78 m
D60 m
Answer is hidden
Question 213 of 349Hydropower

In modern day, which type of gates are mostly used in hydraulic structures?

ASliding
BRoller
CFixed
DWheel
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Question 214 of 349Hydropower

The most commonly used vertical lift gates in modern days is ...........

Afixed wheel gate
Bsliding gate
Cfree-roller gates
Dslotted gates
Answer is hidden
Question 215 of 349Hydropower

River intake is usually situated on ...........

Aconvex side of curve
Bconcave side of curve
CD/S of sewer outfall
Dnone of the above
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Question 216 of 349Hydropower

The head works of ROR plants is considered upto ...........

Aintake
Bsettling basin
Cgravel trap
Dforebay
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Question 217 of 349Hydropower

Submerged intake is located at ...........

Abottom of river
Bfront of river
Cside of river
DU/S of river
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Question 218 of 349Hydropower

The side intake is suitable when the slope of the river is ...........

Asteep
Bmild
Chorizontal/flat
Dnone of the above
Answer is hidden
Question 219 of 349Hydropower

The frontal intake is suitable when the slope of the river is ...........

Asteep
Bmild
Chorizontal/flat
Dnone of the above
Answer is hidden
Question 220 of 349Hydropower

Settling basin is located in the canal at ...........

Aupstream of gravel trap
Bdownstream of gravel trap
Canywhere
Dnone of the above
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Question 221 of 349Hydropower

The settling basin are designed to settle ...........

Acoarse material - gravel trap
Bsuspended material
Cboth (a) and (b)
Dnone of the above
Answer is hidden
Question 222 of 349Hydropower

The efficiency of a settling tank can be increased by ...........

Aincrease in surface area of tank
Bdecrease in surface area of tank
Cincrease in depth of tank
Ddecrease in depth of tank
Answer is hidden
Question 223 of 349Hydropower

Which of the following design criteria are important for design of setting basin?

AOptimal removal of sediment
BEfficient flushing
CSettling capacity
DAll of the above
Answer is hidden
Question 224 of 349Hydropower

In which zone of settling basin, the transitions from canal to settling zone occurs ...........

Asettling zone
Binlet zone
Coutlet zone
Dtransition zone
Answer is hidden
Question 225 of 349Hydropower

In which range, the gradual expansion of inlet gives smooth transition in settling basin?

A5° to 7°
B7° to 10°
C10° to 15°
D25° to 27°
Answer is hidden
Question 226 of 349Hydropower

The length to breadth ratio of settling basin is generally taken as ...........

A5 to 7
B4 to 10
C10 to 15
D2 to 3
Answer is hidden
Question 227 of 349Hydropower

The transitions in the outlet zone of settling basin can be ...........

Aless abrupt than inlet expansion
Bmore abrupt than inlet expansion
COutlet zone
DTransition zone
Answer is hidden
Question 228 of 349Hydropower

Which zone of settling basin is not necessary if settling basin is combined with fore bay?

ASettling zone
BInlet zone
COutlet zone
DTransition zone
Answer is hidden
Question 229 of 349Hydropower

In micro-hydropower, the excess water during flood is removed from ...........

Asettling zone
Bforebay
Cpenstock
Dturbine
Answer is hidden
Question 230 of 349Hydropower

For BEIRI settling basin which of the following statement is false?

AIt is continuous type
BIt uses sensors
CIt is used in middle Marsyangdi
DPlant needs to be closed during flushing operation
Answer is hidden
Question 231 of 349Hydropower

Which one of the following statements is incorrect about the serpent sediment sluicing system in a hydropower project?

AImproves the efficiency of turbines by reducing sediment-related wear
BUtilizes high-velocity flow to remove sediments
CPrevents the accumulation of coarse bed load in front of the intake
DRelies entirely on mechanical dredging inside the active reservoir
Answer is hidden
Question 232 of 349Hydropower

A tunnel is found more advantageous as compared to the alternate routes because it ..........

Aremains free from snow
Breduces the cost by reducing the route distance
Cavoids interference with surface rights
Dall the above
Answer is hidden
Question 233 of 349Hydropower

Pick up the correct statement from the following during tunnel excavation.

AOxygen should not be less than 19.5%
BCarbon dioxide should not be more than 0.5%
CCarbon mono-oxide should not be more than 0.01%
DAll of the above
Answer is hidden
Question 234 of 349Hydropower

Which one section of tunnel is most suitable for structural consideration?

ACircular section
BD-section
CHorse-shoe section
DEgg shaped section
Answer is hidden
Question 235 of 349Hydropower

Circular section of tunnels is not suitable for ..........

Acarrying water
Bnon-cohesive soils
Ctunnels driven by shield method
Dplacement of concrete lining
Answer is hidden
Question 236 of 349Hydropower

Which shape of tunnel is suitable for the purpose of navigation?

ACircular shape
BD shape
CHorse-shoe shape
DRectangular shape
Answer is hidden
Question 237 of 349Hydropower

The tunnels, the artificial underground passages are constructed for ..........

Ahighways
Brailways
Csewerage
Dall of the above
Answer is hidden
Question 238 of 349Hydropower

The method of draining in the tunnels, is generally known as ..........

Afore drainage
Bdewatering
Cpermanent drainage
Dall of the above
Answer is hidden
Question 239 of 349Hydropower

Which of the following drainage is not used in tunnel?

AFore drainage
BTunnel drainage
CPermanent drainage
DSide drainage
Answer is hidden
Question 240 of 349Hydropower

For highways, tunneling is preferred to if the open cut exceeds ...........

A10 metres depth
B15 metres depth
C20 metres depth
D25 metres depth
Answer is hidden
Question 241 of 349Hydropower

Drifters can be used to drill ...........

Aonly up holes
Bonly down holes
Chorizontal or up holes
Dhorizontal, down or up holes
Answer is hidden
Question 242 of 349Hydropower

Drift method of tunneling is used to construct tunnels in ...........

Asoft grounds
Brock
Cself-supporting grounds
Dbroken grounds
Answer is hidden
Question 243 of 349Hydropower

In case of drift method of tunneling, the drift may be excavated at ...........

Athe center
Bthe top
Cthe side
Dall of the above
Answer is hidden
Question 244 of 349Hydropower

Which one of the following methods of tunneling is used in hard rocks?

AFore poling method
BNeedle beam method
CShield tunneling method
DHeading and Benching method
Answer is hidden
Question 245 of 349Hydropower

Fore poling method is used for ...........

Asoft ground
Bfirm rock
Chard rock
Dnone of the above
Answer is hidden
Question 246 of 349Hydropower

Which of the following is incorrect for settling basin?

AOperates continuously without affecting power production
BReduces the frequency of mechanical sediment removal
CUsed for removing silt
DBoth of the above
Answer is hidden
Question 247 of 349Hydropower

Which of the following is incorrect for settling basin?

A1 H : 2 V for horizontal direction
B1 H : 5 V for vertical direction
CLaminar flow
DParticle approach
Answer is hidden
Question 248 of 349Hydropower

Which of the following method is design process of settling basin?

AConcentration approach
BBoth without turbulence
CParticle approach
DNone of the above
Answer is hidden
Question 249 of 349Hydropower

The depth of setting basin is high for ...........

Aby considering without turbulence
Bby considering turbulence
Cboth of the above
Dnone of the above
Answer is hidden
Question 250 of 349Hydropower

For a given discharge, the efficiency of sedimentation basin can be increased by ...........

Aincreasing the depth of the basin
Bdecreasing the surface area of the basin
Cincreasing the surface area of the basin
Ddecreasing the depth of the basin
Answer is hidden
Question 251 of 349Hydropower

In concentration approach ...........

Athe s/b is designed in such a way that desired trap efficiency is achieved
Bthe s/b is designed in such a way that the desired size of particle settled
Cboth of the above
Dnone of the above
Answer is hidden
Question 252 of 349Hydropower

The methods which is adopted in sediment handling are ...........

Aremoving sediment inflow through watershed management and erosion control
Bremoval of deposit from reservoir
Cconstruction of settling basin
Dall of the above
Answer is hidden
Question 253 of 349Hydropower

What is the value of constant 'a' in T.R. Camp critical flow velocity formula, if the diameter of particle is less than 0.1 mm?

A0.36
B0.44
C0.51
D0.65
Answer is hidden
Question 254 of 349Hydropower

Find the flow velocity if it is desired to remove sediment upto 0.25 mm.

A0.11 m/s
B0.22 m/s
C0.255 m/s
D0.07 m/s
Answer is hidden
Question 255 of 349Hydropower

Calculate the flow velocity in the settling basin with particle of grain size 0.33 mm.

A0.293 m/s
B0.252 m/s
C0.206 m/s
D0.80 m/s
Answer is hidden
Question 256 of 349Hydropower

If Q is the discharge in m³/s, T is sediment emptying frequency in seconds and C is sediment concentration kg/m³ then sediment load can be computed from ...........

AS = Q × T × C
BS = T/(S × C)
CS = Q × Q × C
DS = C/(Q × T)
Answer is hidden
Question 257 of 349Hydropower

Determine the surface area of the settling basin having trap efficiency of 99%. The flow of water is 10 m³/s and fall velocity 0.2 m/s.

A320 m²
B230 m²
C46 m²
D460 m²
Answer is hidden
Question 258 of 349Hydropower

What is the volume of silt accumulated in a period of 10 days if the sediment conc. of the flow is 5 kg/m³ for a discharge of 25 cumecs and silt density of 2400 kg/m³ and a packing factor of 1.2?

A45000 m³
B37500 m³
C21000 m³
D250000 m³
Answer is hidden
Question 259 of 349Hydropower

Which one of the following statements is not correct for heading and benching method of tunnelling?

ADrilling and mucking can be done simultaneously
BBenching provides a platform for working on heading
CRemoval of muck from the heading is very easy
DNone of the above
Answer is hidden
Question 260 of 349Hydropower

The minimum size of the tunnel should be at least ..........

A2 m diameter
B3 m diameter
C4 m diameter
D1.5 m diameter
Answer is hidden
Question 261 of 349Hydropower

If D is the diameter of tunnel in m, then the empirical formula to calculate the thickness of tunnel in mm is ..........

A42 D
B82 D
C27 D
D108 D
Answer is hidden
Question 262 of 349Hydropower

What parameter is commonly used to determine the diameter of a hydropower tunnel?

AWater pressure in tunnel
BLength of the tunnel
CFlow rate of water
DNumber of turbines in the powerhouse
Answer is hidden
Question 263 of 349Hydropower

The following operations are required for tunneling in rock train: 1. Removing of foul gasses 2. Marking the tunnel profile 3. Setting up and drilling 4. Checking misfire 5. Mucking. The correct sequence is ...........

A1, 2, 3, 4, 5
B2, 3, 5, 4, 1
C4, 2, 1, 3, 5
D2, 3, 1, 4, 5
Answer is hidden
Question 264 of 349Hydropower

Which of the following lining material is useful for shield driven tunnels in sub aqueous regions?

AStone masonry
BTimber
CCast iron
DCement concrete
Answer is hidden
Question 265 of 349Hydropower

A channel or a free-flow tunnel leading water to the fore bay or a pressure tunnel leading the water to the surge tank is called as ..........

Apenstock
Bheadrace tunnel
Ctailrace tunnel
Ddiversion tunnel
Answer is hidden
Question 266 of 349Hydropower

What is the primary purpose of a fore bay in a hydropower plant?

ATo store excess water during peak flow periods
BTo regulate the flow of water into the penstock
CTo generate electricity directly
DTo provide recreational activities for visitors
Answer is hidden
Question 267 of 349Hydropower

What function does the fore bay serve in a hydropower scheme?

ATo store excess water for recreational purposes
BTo transition from open channel flow to pressure flow conditions
CTo directly generate electricity
DTo regulate the flow of water into the spillway
Answer is hidden
Question 268 of 349Hydropower

In the hydel system, a fore bay is used at the junction of ..........

Apenstock and turbine
Bpower channel and penstock
Cpower channel and tailrace channel
Dheadrace channel and penstock
Answer is hidden
Question 269 of 349Hydropower

The enlarged body of water at the entrance of penstock is of D = 1.55 m³ ..........

Areservoir
Bpond
Cforebay
Daqueduct
Answer is hidden
Question 270 of 349Hydropower

What is the minimum submergence that should be provided for a fore bay of Q = 3.6 m³/s, D = 1.5 m?

A0.3
B1.3
C2.3
D3.3
Answer is hidden
Question 271 of 349Hydropower

Pondage in a hydropower station is ..........

Apond level
Btemporary storage to meet peak demands
Cexcess runoff to last for years
Dexcess runoff for a few hours only
Answer is hidden
Question 272 of 349Hydropower

The function of a surge tank is to ..........

Aproduce surge in the pipeline
Bminimize friction losses in pipe
Crelieve water hammer pressure in the penstock
Drelieve pressure due to water hammer
Answer is hidden
Question 273 of 349Hydropower

The purpose of the surge tank in a pipeline is ..........

Asupply water at constant pressure
Bprevent occurrence of hydraulic jump
Csmoothen the flow of water
Dnone of the above
Answer is hidden
Question 274 of 349Hydropower

A surge tank is provided for protection of ..........

Adam
Bpenstock
Cturbine
Ddraft tube
Answer is hidden
Question 275 of 349Hydropower

The surge tanks controls the water when the load on the turbine is ..........

Aequal
Bdecreased
Cincreased
Dnot present
Answer is hidden
Question 276 of 349Hydropower

Which component prevents the penstock from water hammer phenomenon in a hydropower plant?

AValves and Gates
BDraft tubes
CSurge tank
DSpillway
Answer is hidden
Question 277 of 349Hydropower

Location of a surge tank, in a hydroelectric power station is near ..........

Aturbine
Bdam
Ctail race
Dreservoir
Answer is hidden
Question 278 of 349Hydropower

The correct sequence, in the direction of installation/location, of a hydropower plant is ..........

Areservoir, surge tank, turbine, penstock
Breservoir, surge tank, penstock, turbine
Creservoir, penstock, turbine, surge tank
Dreservoir, penstock, surge tank, turbine
Answer is hidden
Question 279 of 349Hydropower

The correct sequence, in hydropower plant, for the direction of the flow of water is ..........

Areservoir, surge tank, turbine, penstock
Breservoir, surge tank, penstock, turbine
Creservoir, penstock, surge tank, turbine
Dreservoir, penstock, turbine, surge tank
Answer is hidden
Question 280 of 349Hydropower

Which statement about surge tank is wrong?

AIdeal location of surge tank is near the turbine inlet
BA decrease in load demands cause a rise in water level in surge tank
CSurge tank are installed to close to avoid entry of unwanted object to penstock
DSurge tank are installed to reduce harm effect of water hammer phenomenon
Answer is hidden
Question 281 of 349Hydropower

The main governing factor for safe design of surge tank is ..........

Aheight of surge tank
Bcross-sectional area of surge tank and theory
Cvelocity of flow entering the surge tank
Dnone of the above
Answer is hidden
Question 282 of 349Hydropower

The maximum upsurge for sudden closure of valve (or for sudden 100% load rejection) is given by ..........

AZₘₐₓ = √(1 - 2/3 × P₀/H₀ + 1/3 × (P₀²)/(H₀²))
BZₘₐₓ = √(2/3 - 1 + 2/3 × P₀/H₀ + 1/3 × (P₀²)/(H₀²))
CZₘₐₓ = √(1 - 1/3 × P₀/H₀ + 2 × (P₀²)/(H₀²))
DZₘₐₓ = √(1 - 2 × P₀/H₀ + 1/3 × (P₀²)/(H₀²))
Answer is hidden
Question 283 of 349Hydropower

The maximum down surge for sudden opening of valve (or for sudden 100% demand) is given by ..........

AZmin = -1 - 0.125 × P₀
BZmin = -1 - 0.125 × P₀
CZmin = -1 + 0.125 × P₀
DZmin = -1 + 0.125 × P₀
Answer is hidden
Question 284 of 349Hydropower

The hydro mechanical equipment is that equipment which convert ..........

Ahydraulic energy into mechanical energy
Bmechanical energy into hydraulic energy
Cmechanical energy into electrical energy
Deither (a) or (c)
Answer is hidden
Question 285 of 349Hydropower

Which principle is used in hydraulic turbines?

ABriggs law
BPascal's law
CFaraday law
DNewton's second law
Answer is hidden
Question 286 of 349Hydropower

Impulse turbine and reaction turbine are classified based on ..........

Atype of energy at inlet
Bdirection of flow through runner
Chead at inlet of turbine
Dspecific speed of turbine
Answer is hidden
Question 287 of 349Hydropower

The turbine in which water entering possesses the kinetic as well as pressure energy is ..........

Aimpulse turbine
Breaction turbine
Cboth (a) and (b)
Dnone of the above
Answer is hidden
Question 288 of 349Hydropower

The energy of water entering the reaction turbine is ..........

Afully the kinetic energy
Bfully the pressure energy
Cpartly the pressure energy and partly the kinetic energy
Dunpredictable
Answer is hidden
Question 289 of 349Hydropower

Which of the following is impulse turbine?

AFrancis turbine
BKaplan turbine
CPelton turbine
DNone of the above
Answer is hidden
Question 290 of 349Hydropower

The pressure energy of water is converted to kinetic energy through a nozzle provided next to runner blade in ..........

Aimpulse turbine only
Breaction turbine
Cboth (a) and (b)
DKaplan turbine
Answer is hidden
Question 291 of 349Hydropower

Which of the following is an example of impulse turbine?

APelton turbine
BKaplan turbine
CPropeller turbine
DFrancis turbine
Answer is hidden
Question 292 of 349Hydropower

If at the inlet, only kinetic energy is available, then name of the turbine is ..........

Aimpulse turbine
Blow specific speed turbine
Creaction turbine
Dmixed flow turbine
Answer is hidden
Question 293 of 349Hydropower

Which kind of turbine is a Pelton wheel turbine?

ATangential flow turbine
BInward flow turbine
COutward flow turbine
DRadial flow turbine
Answer is hidden
Question 294 of 349Hydropower

In what type of turbine water enters in radial direction and leaves axial direction?

ARadial flow turbine
BInward flow turbine
CTangential flow turbine
DMixed flow turbine
Answer is hidden
Question 295 of 349Hydropower

The direction of flow in Kaplan turbine is ..........

Atangential flow
Bradial flow
Caxial flow
Dmixed flow
Answer is hidden
Question 296 of 349Hydropower

The turbines suitable for head up to 15 m head with not load variations is ..........

Apropeller turbine
Bbulb turbine
CFrancis turbine
DKaplan turbine
Answer is hidden
Question 297 of 349Hydropower

The net head suitable for Francis turbine is ..........

A0-60 m
B60-350 m
C350-600 m
D500-2000 m
Answer is hidden
Question 298 of 349Hydropower

Kaplan turbine is operated under ..........

Alow head and high discharge
Bhigh head and high discharge
Clow head and low discharge
Dmedium head and medium discharge
Answer is hidden
Question 299 of 349Hydropower

Which phenomenon in a pipe flow is termed as water hammer?

AThe rise of negative pressure
BThe zero pressure in pipe flow
CRise of pressure due to gradual closure of valve
DSudden rise of pressure in a long pipe due to sudden closure of valve
Answer is hidden
Question 300 of 349Hydropower

The water hammer is developed in a ..........

Apipe of the pipe line
Bdraft tube
Csurge tank
Dpenstock
Answer is hidden
Question 301 of 349Hydropower

The magnitude of water hammer does not depend upon ..........

Alength of the pipe line
Belastic properties of pipe material
Celastic properties of liquid
Ddiameter of the pipe line
Answer is hidden
Question 302 of 349Hydropower

The water hammer in penstock pipe is caused by ..........

Asudden change in water level of reservoir
Bsudden change in discharge
Csudden change in temperature
Dgradual change in discharge
Answer is hidden
Question 303 of 349Hydropower

The valve closure is said to be gradual if T is the interval of time taken for closing the valve, L is the length of pipe and C be the wave pressure.

AT > 2L/C
BT < L/C
CT < 2L/C
DT = C/2L
Answer is hidden
Question 304 of 349Hydropower

A flow control valve at the end of a 1 km long pipe is closed gradually in 10 seconds. If the rise of pressure head due to water hammer is 20 meters of water. What the velocity of water before the valve closure?

A4 m/s
B8 m/s
C6 m/s
D2 m/s
Answer is hidden
Question 305 of 349Hydropower

Pen stocks are made up of ..........

Asteel
Bcast iron
Cmild steel
Dwrought iron
Answer is hidden
Question 306 of 349Hydropower

Penstock in a hydroelectric power plant is ..........

Aa pipe connected to runner outlet -> draft tube
Bnozzle that release high pressure water on turbine blades
Ca pipe connecting surge tank to turbine
Da pipe connecting surge tank to dam
Answer is hidden
Question 307 of 349Hydropower

In high head hydro power plant, the velocity of water in penstock is about ..........

A1 m/s
B4 m/s
C12 m/s
D12 m/s
Answer is hidden
Question 308 of 349Hydropower

Which parameter is crucial in determining the thickness of penstock?

AWater temperature
BNet head of the hydropower plant
CLength of the penstock
DAverage annual rainfall
Answer is hidden
Question 309 of 349Hydropower

Which factor is NOT considered in the design of a penstock for a high-head hydropower plant?

AHydrostatic pressure
BWater hammer effect
CSediment transport
DCorrosion resistance
Answer is hidden
Question 310 of 349Hydropower

Which of the following is of a high head turbine?

APelton turbine
BFrancis turbine
CPropeller turbine
DKaplan turbine
Answer is hidden
Question 311 of 349Hydropower

High head turbine is ...........

A10-60 m
B60-350 m
C350-600 m
D> 250m
Answer is hidden
Question 312 of 349Hydropower

The range of specific speed for Kaplan turbine is ...........

A10-50 rpm
B80-400 rpm
C300-1000 rpm
D1500 rpm
Answer is hidden
Question 313 of 349Hydropower

The turbine having speed 60-300rpm is ...........

APelton
BFrancis
CKaplan
DPropeller
Answer is hidden
Question 314 of 349Hydropower

Turbine having speed 600-900rpm is called ...........

APelton
BFrancis
CKaplan
DBulb
Answer is hidden
Question 315 of 349Hydropower

Among the following which turbine has highest efficiency?

AKaplan turbine
BFrancis turbine
CPelton turbine
DPropeller turbine
Answer is hidden
Question 316 of 349Hydropower

Which of the following is high speed turbine?

APelton turbine
BFrancis turbine
CImpulse
DBulb turbine
Answer is hidden
Question 317 of 349Hydropower

In which types of turbine in which blade are in action when in front of nozzle?

APelton turbine
BFrancis turbine
CPropeller turbine
DAll of the above
Answer is hidden
Question 318 of 349Hydropower

The value of jet ratio [D/d] for Pelton turbine is ...........

A4 to 6
B6 to 10
C10 to 12
D12 to 15
Answer is hidden
Question 319 of 349Hydropower

The number of bucket in runner of Pelton turbine is ...........

A1.2
B15 - D/2
C15 + D/2
D15 + D/d
Answer is hidden
Question 320 of 349Hydropower

The width of the bucket of Pelton wheel is generally ........... times the diameter of the jet.

A2 to 3
B5
C10
D15 to 25
Answer is hidden
Question 321 of 349Hydropower

The hydraulic efficiency of Pelton turbine is maximum when velocity of wheel is ........... of the velocity of jet of water at inlet.

Ahalf
Bequal
Ctwice
Dthrice
Answer is hidden
Question 322 of 349Hydropower

The maximum efficiency of Pelton turbine is given by ...........

A(1 - k \cos φ)/2
B1 - (1 - k \cos φ)/2
C(1 + k \cos φ)/2
D1 - (1 + k \cos φ)/2
Answer is hidden
Question 323 of 349Hydropower

The formula used to calculate velocity of jet for Pelton turbine is ...........

Au + 0.5af
B√2gH
C2Cv √2gH
DCv √2gH
Answer is hidden
Question 324 of 349Hydropower

The ratio of width of the wheel to diameter of Francis turbine is ...........

A0.1 to 0.4
B0.6 to 0.8
C1.0 to 1.5
D5
Answer is hidden
Question 325 of 349Hydropower

The specific speed of a hydraulic turbine depends upon ...........

Aspeed and power developed
Bdischarge and power developed
Cspeed and head of water
Dspeed, power developed and head of water
Answer is hidden
Question 326 of 349Hydropower

In a reaction turbine, when steam flows through the fixed blades, ...........

Apressure increases while velocity decreases
Bpressure decreases while velocity increases
Cpressure and velocity both increase
Dpressure and velocity both decrease
Answer is hidden
Question 327 of 349Hydropower

In a Francis turbine runner, the number of blades are generally between ...........

A2 to 6
B4 to 8
C8 to 16
D16 to 24
Answer is hidden
Question 328 of 349Hydropower

Draft tubes have ........... shafts.

Ahorizontal
Bvertical
Can impulse turbine
Da Kaplan turbine
Answer is hidden
Question 329 of 349Hydropower

The draft tube is used for discharging water from the exit of ...........

Acircular
Ba Francis turbine
Cboth (b) and (c)
Dvertical
Answer is hidden
Question 330 of 349Hydropower

What is the purpose of a draft tube?

ATo prevent flow separation
BTo prevent rejection of heat
CTo avoid pressure drag
DTo increase efficiency of plant by converting kinetic energy to pressure energy
Answer is hidden
Question 331 of 349Hydropower

The use of draft tube in reaction turbine helps to ...........

Atemperature
Bpressure
Cvelocity
Ddensity
Answer is hidden
Question 332 of 349Hydropower

Pressure at the inlet and outlet of the draft tube shouldn't be ...........

Aless than one-third of atmospheric pressure
Bgreater than one-third of atmospheric pressure
Cless than 1 atm
Dgreater than 1 atm
Answer is hidden
Question 333 of 349Hydropower

The place where cavitation is most likely to occur in the hydraulic turbine is ...........

Ainlet of guide vane
Binlet of draft tube
Cinlet of turbine casing
Dinlet of turbine runner
Answer is hidden
Question 334 of 349Hydropower

Draft tubes are not used in which of the following turbines?

AImpulse turbine
BReaction turbine
CBoth (a) and (b)
DKaplan
Answer is hidden
Question 335 of 349Hydropower

What is the use of governor?

AIt controls acceleration
BIt controls the mean speed
CIt controls the temperature
DIt controls sediment
Answer is hidden
Question 336 of 349Hydropower

The governor in a hydropower plant ...........

Aenables rapid closure of the nozzle of an impulse turbine to reduce rpm
Bregulates the flow rate of water striking the runner to control turbine rpm
Cis manually operated
Dis used to reduce the head of water fed to the turbine
Answer is hidden
Question 337 of 349Hydropower

For the small variation, the power of the centrifugal pump is proportional to ...........

AD²
BD³
CD⁴
DD⁵
Answer is hidden
Question 338 of 349Hydropower

The centrifugal pump acts as the reverse of an ...........

Areaction turbine
Binward radial flow
Cinward mixed flow
Dinward tangential flow
Answer is hidden
Question 339 of 349Hydropower

Power needed to uplift water can be calculated as ...........

AP = γ A H
BP = γ Q H
CP = γ Q H²
DP = (γ Q H)/(η)
Answer is hidden
Question 340 of 349Hydropower

Sub-surface powerhouse is suitable ...........

Aif there is space restriction
Bwhen channel or George or valley structure are narrow
Cwhen there are frequent earth tremors or other physical surface hazard such as rock slides or snow avalanches
Dall of the above
Answer is hidden
Question 341 of 349Hydropower

Surface power house is suitable ...........

Awhen sound rock is available
Bif there is space restriction
Cwhen channel or George or valley structure are narrow
Dwhen there are frequent earth tremors or other physical surface hazard such as rock slides or snow avalanches
Answer is hidden
Question 342 of 349Hydropower

Which is used to protect turbine and runner from damage?

ASurge tank
BFuel tank
CPower house
DPenstock
Answer is hidden
Question 343 of 349Hydropower

A turbine develops 2000 hp under a head of 150 m while running at 300 rpm. What is the specific speed?

A10-35
B35-60
C60-300
D300-1000
Answer is hidden
Question 344 of 349Hydropower

To generate 10,000 kW under a head of 81m while working at a speed of 500 rpm, the turbine of choice would be ...........

APelton turbine
BFrancis turbine
CKaplan turbine
DBulb turbine
Answer is hidden
Question 345 of 349Hydropower

If Hₙₑₜ = 20 m, P = 20,000 HP, Nₛ = 600 rpm and N = 230 rpm, then the number of turbine will be ...........

APelton turbine
BFrancis turbine
CKaplan turbine
DBulb turbine
Answer is hidden
Question 346 of 349Hydropower

Calculate the total number of poles of generator for a Francis turbine with synchronous speed of 461.54 rpm if f = 50 Hz.

A13
B21
C20
D6
Answer is hidden
Question 347 of 349Hydropower

If the total discharge of a Pelton wheel is 3.672 m³/s and discharge of one jet is 1.818 m³/s, the number of jets required is ...........

A8
B2
C6
D4
Answer is hidden
Question 348 of 349Hydropower

What is the number of buckets on the runner of a Pelton turbine if jet ratio is 12?

A8
B2
C6
D4
Answer is hidden
Question 349 of 349Hydropower

Find the specific speed of the turbine if speed = 6000 rpm, power generation = 5 MW in total by 2 turbines under head of 20 m.

A6315 rpm
B8212.3 rpm
C2098 rpm
D8996.11 rpm
Answer is hidden
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