AAgE/Chapter 4/Read MCQs
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Chapter 4 ยท MCQ Read Mode

Irrigation, Drainage, and Groundwater Development

AAGE04ยท60 Total MCQs
Question 1 of 60Water Demand Estimation

The 'duty' of irrigation water is defined as:

AThe total depth of water applied to a crop
BThe area that can be irrigated by a unit discharge flowing for the base period
CThe number of days between two waterings
DThe total volume of water stored in a reservoir
Answer is hidden
Question 2 of 60Water Demand Estimation

The relationship between delta (ฮ”), base period (B) and duty (D) is given by:

Aฮ”=D/8.64B
Bฮ”=8.64B/D
Cฮ”=8.64D/B
Dฮ”=B/(8.64D)
Answer is hidden
Question 3 of 60Water Demand Estimation

Duty measured at the head of the main canal, compared to duty measured at the field, is:

AAlways greater, since less water is lost
BAlways less, due to conveyance losses along canals/distributaries
CAlways identical
DUnrelated to conveyance losses
Answer is hidden
Question 4 of 60Water Demand Estimation

The 'gross irrigation requirement' (GIR) is obtained from the net irrigation requirement (NIR) by:

ASubtracting effective rainfall only
BDividing by application efficiency (and further inflating for conveyance losses)
CMultiplying by the crop coefficient
DAdding the delta value directly
Answer is hidden
Question 5 of 60Water Demand Estimation

'Effective rainfall' for irrigation planning refers to: percolation

ATotal measured rainfall at the site
BThe portion of rainfall that is actually available to meet crop water needs, excluding runoff and deep
CRainfall occurring only during the monsoon season
DRainfall recorded by a single rain gauge
Answer is hidden
Question 6 of 60Water Demand Estimation

Overall (project) irrigation efficiency is computed as:

AConveyance efficiency + application efficiency
BConveyance efficiency ร— application efficiency
CApplication efficiency โˆ’ conveyance efficiency
DConveyance efficiency รท application efficiency
Answer is hidden
Question 7 of 60Water Demand Estimation

The 'culturable command area' (CCA) refers to:

AThe entire project boundary including unculturable land
BThe area within the gross command area that is fit for cultivation
COnly the area currently being irrigated
DThe area lost to canal alignment
Answer is hidden
Question 8 of 60Water Demand Estimation

Crop water requirement typically peaks during which growth stage?

AInitial stage
BDevelopment stage
CMid-season stage
DLate-season (maturity) stage
Answer is hidden
Question 9 of 60Water Demand Estimation

If irrigation intensity is stated as 120% for a command area, this implies:

AAn error in calculation, since intensity cannot exceed 100%
BDouble cropping, where the total irrigated area across seasons exceeds the CCA once
CThe area is under-irrigated
DThe canal capacity is insufficient
Answer is hidden
Question 10 of 60Water Demand Estimation

Conveyance efficiency accounts primarily for losses due to:

ADeep percolation in the field only
BSeepage and evaporation losses in canals/distributaries en route to the field
CCrop transpiration
DRunoff from the field surface
Answer is hidden
Question 11 of 60Design of Canals and Diversion Headworks

A canal aligned along the watershed/ridge line can irrigate:

AOnly the lower side, requiring cross-drainage works
BBoth sides by gravity, without crossing any natural drainage
CNeither side without pumping
DOnly areas above the canal bed level
Answer is hidden
Question 12 of 60Design of Canals and Diversion Headworks

Kennedy's theory of canal design is based on the concept of:

ARegime channel equilibrium
BCritical velocity that neither scours nor silts the channel
CWeighted creep length
DTractive force distribution
Answer is hidden
Question 13 of 60Design of Canals and Diversion Headworks

In Lacey's theory, the wetted perimeter of a regime channel is related to discharge by:

AP=2.67โˆšQ
BP=4.75โˆšQ
CP=1.76โˆšQ
DP=140Q
Answer is hidden
Question 14 of 60Design of Canals and Diversion Headworks

Compared to Kennedy's theory, Lacey's theory is generally considered:

ALess rational, since it ignores silt grade
BMore rational/comprehensive, directly relating all channel dimensions and slope to discharge and silt factor
CIdentical in approach and results
DOnly applicable to lined canals
Answer is hidden
Question 15 of 60Design of Canals and Diversion Headworks

Lane's weighted creep theory differs from Bligh's creep theory mainly by:

AIgnoring vertical creep entirely
BWeighting vertical creep as three times more effective than horizontal creep in reducing uplift
CWeighting horizontal creep as more effective than vertical creep
DEliminating the need for an impervious floor
Answer is hidden
Question 16 of 60Design of Canals and Diversion Headworks

Khosla's method of independent variables is primarily used to determine:

ACrop water requirement
BUplift pressures and the critical exit gradient beneath a hydraulic structure
CCanal alignment on a topographic map
DDuty and delta of a crop
Answer is hidden
Question 17 of 60Design of Canals and Diversion Headworks

A silt excluder is located:

AWithin the canal, downstream of the head regulator
BIn the river bed, upstream of the undersluices
CAt the tail end of the distributary
DInside the stilling basin
Answer is hidden
Question 18 of 60Design of Canals and Diversion Headworks

A silt ejector functions by:

APreventing any water from entering the canal
BCreating a rapid vortex/tunnel flow within the canal to eject already-admitted silt back to the river
CIncreasing the canal's bed slope permanently
DFiltering silt through a screen at the outlet
Answer is hidden
Question 19 of 60Design of Canals and Diversion Headworks

An economic analysis to justify canal lining primarily compares: project life

ACanal length against canal depth
BThe capital plus maintenance cost of lining against the value of water saved and other benefits over the
CThe color of the lining material against local preferences
DThe number of cross-drainage structures required
Answer is hidden
Question 20 of 60Design of Canals and Diversion Headworks

Energy dissipaters (e.g. a stilling basin) are provided downstream of a weir/barrage primarily to:

AIncrease the afflux upstream
BDissipate the high kinetic energy of flow and prevent scour of the downstream river bed
CExclude silt from the canal
DMeasure the discharge passing the structure
Answer is hidden
Question 21 of 60River Training Works

The lower (alluvial/deltaic) stage of a river is characterized by:

ASteep slope and boulder transport
BFlat slope, fine silt, and heavy meandering/braiding with aggradation
CContinuous degradation with no deposition
DAbsence of any sediment transport
Answer is hidden
Question 22 of 60River Training Works

The primary purpose of a guide bund at a barrage is to:

AIncrease the barrage crest level
BConfine and guide the river flow smoothly through the waterway, preventing outflanking
CServe as the main irrigation off-take structure
DReplace the need for an impervious floor
Answer is hidden
Question 23 of 60River Training Works

A launching apron protects a guide bund by:

APermanently fixing the riverbed level with rigid concrete
BProgressively sliding ('launching') down the scoured slope to form a continuous flexible protective cover
CIncreasing the afflux at the barrage
DEliminating the need for any bank protection
Answer is hidden
Question 24 of 60River Training Works

An 'attracting' spur is one that:

APoints upstream to repel flow from the bank
BPoints downstream, attracting/pulling flow towards the bank it protects
CIs aligned exactly perpendicular to the bank
DIs only used in permeable form
Answer is hidden
Question 25 of 60River Training Works

Compared to an impermeable (solid) spur, a permeable spur:

ACauses more severe local scour at the nose
BReduces velocity gradually and encourages silting with less severe local scour
CCannot be used for river training
DBlocks the flow completely
Answer is hidden
Question 26 of 60River Training Works

Water logging is primarily caused by:

AExcessive canal lining
BOver-irrigation/seepage combined with poor natural or artificial drainage
CDeep water tables far below the root zone
DEfficient sub-surface drainage systems
Answer is hidden
Question 27 of 60River Training Works

A key effect of water logging on crops is:

AImproved soil aeration
BReduced soil aeration and potential salinity/alkalinity build-up, reducing crop yield
CIncreased crop yield due to abundant water
DNo effect on soil chemistry
Answer is hidden
Question 28 of 60River Training Works

Sub-surface (tile/pipe) drainage systems primarily function by:

ARemoving excess water from the land surface via open graded drains
BIntercepting and removing excess water from below the root zone to lower the water table
CIncreasing the water table height
DReplacing the need for canal lining
Answer is hidden
Question 29 of 60River Training Works

The design of a sub-surface drain's spacing depends primarily on:

AThe color of the pipe material
BSoil hydraulic conductivity, desired water-table depth, and drainage coefficient
CThe distance to the nearest market
DThe crop's market price
Answer is hidden
Question 30 of 60River Training Works

The 'need of river training' near a barrage/bridge site is chiefly to:

AIncrease the natural meandering of the river for aesthetics
BConfine the river and prevent it from outflanking or shifting away from the structure's waterway
CEliminate the requirement for a guide bund
DReduce the design discharge of the river
Answer is hidden
Question 31 of 60Regulating and Cross-Drainage Structures

A cross regulator, constructed across the parent/main canal at an off-take, primarily serves to:

AExclude silt from the river only
BMaintain/raise the upstream water level so adequate head is available for the off-taking channel
CReplace the need for a head regulator
DMeasure rainfall in the catchment
Answer is hidden
Question 32 of 60Regulating and Cross-Drainage Structures

The function of a canal escape is to:

AIncrease the canal's design discharge permanently
BSafely dispose of surplus/excess canal water into a natural drain, preventing overtopping or breach
CExclude silt from entering the canal
DServe as the primary irrigation outlet to fields
Answer is hidden
Question 33 of 60Regulating and Cross-Drainage Structures

A 'free' (non-submerged) pipe outlet's discharge depends on:

AThe difference in water level between distributary and watercourse
BOnly the head/water level in the distributary (upstream side)
COnly the water level in the watercourse (downstream side)
DNeither upstream nor downstream water level
Answer is hidden
Question 34 of 60Regulating and Cross-Drainage Structures

A canal fall (drop) structure is provided primarily where:

AThe canal needs to cross a river
BThe natural ground slope is steeper than the design canal bed slope
CSilt needs to be excluded from the canal
DThe canal discharge needs to be measured
Answer is hidden
Question 35 of 60Regulating and Cross-Drainage Structures

An aqueduct is the appropriate cross-drainage structure when:

AThe drainage HFL is well below the canal bed level
BThe drainage HFL is higher than the canal bed, requiring the drainage to flow under pressure
CThe canal and drainage discharges/levels are essentially equal
DThe canal needs to flow under the drainage bed
Answer is hidden
Question 36 of 60Regulating and Cross-Drainage Structures

A syphon aqueduct differs from a simple aqueduct in that:

AThe canal flows under pressure beneath the drainage
BThe drainage is made to flow under pressure (through barrels) beneath the canal trough
CThere is no drainage crossing involved
DThe canal is carried underneath the drainage
Answer is hidden
Question 37 of 60Regulating and Cross-Drainage Structures

A super-passage is used when:

AThe canal FSL is well above the natural drainage bed
BThe canal FSL is well below the drainage bed, so the drainage is carried over the canal
CSilt must be excluded from the canal
DThe canal and drainage never cross
Answer is hidden
Question 38 of 60Regulating and Cross-Drainage Structures

A 'canal syphon' (syphon super-passage) is adopted when: drainage

ACanal FSL is close to or above the drainage bed level, requiring the canal to flow under pressure beneath the
BThe drainage HFL is well below canal bed level
CNo cross-drainage structure is needed
DThe canal and drainage are at exactly the same level with no discharge
Answer is hidden
Question 39 of 60Regulating and Cross-Drainage Structures

A 'level crossing' cross-drainage arrangement is adopted when: aqueduct/super-passage is impractical

AAn aqueduct or super-passage is structurally and economically preferable
BThe canal and drainage cross at essentially the same level with comparable discharges, and an
CThe canal discharge is far greater than any natural drainage
DSilt exclusion is the primary concern
Answer is hidden
Question 40 of 60Regulating and Cross-Drainage Structures

The design of a pipe outlet's waterway/size is chiefly governed by:

AThe required proportionate, fairly consistent discharge to the watercourse it serves
BThe total length of the parent distributary
CThe crop grown at the tail end only
DThe color of the pipe material
Answer is hidden
Question 41 of 60Section 4.5

Participatory Irrigation Management (PIM) primarily involves:

AComplete withdrawal of farmers from system operation
BDirect involvement of farmers/water users, typically via Water Users' Associations, in planning, O&M
COnly central government agencies managing every level of the system
DEliminating water charges entirely
Answer is hidden
Question 42 of 60Section 4.5

In a typical PIM institutional arrangement, the Water Users' Association (WUA) commonly manages:

AThe entire river basin's flood control
BThe tertiary/on-farm level distribution system, while the agency manages the main system
CInternational water treaties
DOnly the main canal head regulator
Answer is hidden
Question 43 of 60Section 4.5

Rotational water distribution among farmers (e.g. warabandi-type scheduling) is primarily a tool for:

AIncreasing total water diverted from the source
BEnsuring equitable distribution of a limited water supply among head-reach and tail-reach farmers
CEliminating the need for a head regulator
DReducing crop water requirement
Answer is hidden
Question 44 of 60Section 4.5

The check-basin method of irrigation is best suited to:

ARow crops on steep slopes
BClose-growing crops/orchards on level land, using bunded basins to pond water
CHigh-value crops requiring localized drip application
DSandy soils with very high infiltration only
Answer is hidden
Question 45 of 60Section 4.5

In the border-strip method, water is applied by:

AIndividual emitters at each plant
BFeeding water at the head end of long, level (cross-slope), bunded strips, which advances as a sheet flow
CSpraying water under pressure through nozzles
DInjecting water below the root zone only
Answer is hidden
Question 46 of 60Section 4.5

The furrow method of irrigation is characterized by:

AFlooding the entire field surface uniformly
BRunning water in small channels between crop rows, wetting only part of the field surface
CRequiring high-pressure pumping equipment
DApplying water drop-by-drop directly to the root zone
Answer is hidden
Question 47 of 60Section 4.5

Sprinkler irrigation, compared to surface methods, generally:

ARequires no pumping or pressure at all
BRequires pumping to pressurize water for spray through nozzles, and adapts well to varied topography
CCan only be used on perfectly level land
DCannot be used for light, frequent irrigation
Answer is hidden
Question 48 of 60Section 4.5

Drip (trickle) irrigation achieves the highest application efficiency mainly because: percolation

AIt floods the entire field uniformly
BWater is applied slowly and directly at/near the root zone, minimizing evaporation, runoff, and deep
CIt requires the least capital investment of all methods
DIt eliminates the need for any water source
Answer is hidden
Question 49 of 60Section 4.5

Selection of an appropriate on-farm irrigation method depends primarily on:

AOnly the color of the crop
BTopography, soil infiltration rate, crop type/spacing, water availability/quality, and cost
CThe number of Water Users' Associations in the district
DThe name of the river supplying the canal
Answer is hidden
Question 50 of 60Section 4.5

Operation and maintenance (O&M) of an irrigation system typically includes:

AOne-time construction of the main canal only
BRoutine desilting/de-weeding, structure repair, and timely gate operation for equitable rotational distribution
CEliminating all Water Users' Associations
DIgnoring tail-reach farmers' water needs
Answer is hidden
Question 51 of 60Groundwater Development

A confined (artesian) aquifer is characterized by:

AA free water table directly open to the atmosphere
BBeing bounded above and below by impermeable layers, with water under pressure
CZero storage capacity
DBeing always shallower than an unconfined aquifer
Answer is hidden
Question 52 of 60Groundwater Development

Transmissivity (T) of an aquifer is defined as:

ASpecific yield divided by storage coefficient
BThe product of hydraulic conductivity (K) and saturated aquifer thickness (b)
CThe volume of the well casing
DThe depth to the water table
Answer is hidden
Question 53 of 60Groundwater Development

Electrical resistivity and seismic refraction surveys are used in groundwater exploration primarily for:

ADirectly pumping water from the aquifer
BPreliminary, non-invasive siting by inferring subsurface layering/aquifer extent from geophysical contrasts
CMeasuring crop water requirement
DDetermining canal bed slope
Answer is hidden
Question 54 of 60Groundwater Development

A pumping test on a completed test well is primarily conducted to determine:

AThe crop coefficient of nearby fields
BAquifer parameters (transmissivity, storage coefficient) and the well's safe/sustainable yield
CThe canal's design discharge
DThe color/taste of the groundwater
Answer is hidden
Question 55 of 60Groundwater Development

The gravel pack around a tube well screen serves primarily to:

AReduce the well's yield deliberately
BPrevent sand entry into the well while increasing the effective well diameter, especially in fine-grained aquifers
CReplace the need for a casing pipe entirely
DIncrease the concentration of dissolved salts in the water
Answer is hidden
Question 56 of 60Groundwater Development

Percussion (cable-tool) drilling is particularly suited to:

AVery soft, fine alluvial formations only
BHard/boulder formations, using repeated lifting and dropping of a heavy bit to crush material
COnly very shallow dug wells
DFormations with no water-bearing zones
Answer is hidden
Question 57 of 60Groundwater Development

A centrifugal pump operates on the principle that:

AA piston reciprocates in a cylinder with suction/delivery valves
BA rotating impeller imparts kinetic energy to water, converted to pressure head in a volute casing
CWater hammer energy lifts a small fraction of flow to a great height
DA treadle mechanism manually forces water upward
Answer is hidden
Question 58 of 60Groundwater Development

A submersible pump is particularly advantageous for deep tube wells because it:

AMust always be installed above ground with a long suction line
BIs submerged directly in the water, eliminating the need for priming and long suction lines
CCannot be used with electric motors
DRequires manual foot-operation
Answer is hidden
Question 59 of 60Groundwater Development

A hydraulic ram (hydram) lifts water by: that water much higher

AUsing electrical power to drive an impeller
BUsing the energy of a larger flow falling through a small head (water-hammer effect) to lift a small fraction of
CManual foot pedaling
DSolar photovoltaic panels
Answer is hidden
Question 60 of 60Groundwater Development

A propeller (axial-flow) pump is best suited to applications requiring:

AVery high head and very low discharge
BVery low head and very large discharge
CNo water movement at all
DOnly manual, human-powered operation
Answer is hidden
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