Irrigation Engineering

Name: _____________________

Date: _____________________

Instructions: Answer all questions. Write your answers clearly in the space provided.

Question 1:

If there are two canals taking off from each flank of a river, then there will be

A. one divide wall and one undersluice
B. one divide wall and two undersluices
C. two divide walls and one undersluice
D. two divide walls and two undersluices
Answer: _________
Question 2:

Horizontal acceleration due to earthquake results in

A. hydrodynamic pressure
B. inertia force into the body of the dam
C. both (A) and (B)
D. none of the above
Answer: _________
Question 3:

The stream which does not have any base flow contribution is called

A. perennial stream
B. intermittent stream
C. ephemeral stream
D. none of the above
Answer: _________
Question 4:

The depth of rice root zone, is

A. 50 cm
B. 60 cm
C. 80 cm
D. 90 cm
Answer: _________
Question 5:

To control the silt entry into a distributary at head regulator, King's vanes are provided which are the walls

A. Of R.C.C. or steel plate 8 cm thick
B. Of height $${frac{1}{3}^{{ ext{rd}}}}$$ to $${frac{1}{4}^{{ ext{th}}}}$$ the depth of water in the main canal
C. Spaced at interval of $$1frac{1}{2}$$ times their heights
D. All the above
Answer: _________
Question 6:

The net speed under which the turbine reaches its peak efficiency is called

A. design speed
B. rated speed
C. gross speed
D. operating speed
Answer: _________
Question 7:

When a canal is carried over a natural drainage, the structure provided, is known as

A. Syphon
B. Aqueduct
C. Super passage
D. Syphon-aqueduct
Answer: _________
Question 8:

For the upstream face of an earthen dam, the most adverse condition for stability of slope is

A. sudden drawdown
B. steady seepage
C. during construction
D. sloughing of slope
Answer: _________
Question 9:

If the critical shear stress of a channel is XC, then the average value of shear stress required to move the grain on the bank is

A. 0.5 XC
B. 0.75 TC
C. XC
D. 1.33 TC
Answer: _________
Question 10:

Main purpose of mean water training for rivers is

A. Flood control
B. To provide sufficient depth of water in navigable channels, during low water periods
C. To preserve the channel in good shape by efficient disposal of suspended and bed load
D. All of the above
Answer: _________
Question 11:

Tortuosity of a meandering river is always

A. equal to 1
B. less than 1
C. greater than 1
D. less than or equal to 1
Answer: _________
Question 12:

The discharge passing over an ogee spillway is given by (where, L is effective length of spillway crest and H is the total head over the spillway crest including velocity head.)

A. $${ ext{CL}}{{ ext{H}}^{frac{3}{2}}}$$
B. $${ ext{CH}}{{ ext{L}}^{frac{3}{2}}}$$
C. $${ ext{CL}}{{ ext{H}}^{frac{5}{2}}}$$
D. $${ ext{CL}}{{ ext{H}}^{frac{1}{2}}}$$
Answer: _________
Question 13:

The measure to remove water logging of land, is

A. To reduce percolation from canals and water courses
B. To increase outflow from the ground water reservoir
C. Both (A) and (B)
D. Neither (A) nor (B)
Answer: _________
Question 14:

A hydraulic structure is designed to withstand

A. Seepage forces
B. Hydraulic jump
C. Hydraulic pressure
D. All the above
Answer: _________
Question 15:

Attracting groynes are built

A. Perpendicular to the bank
B. Inclined down stream
C. Inclined up stream
D. None of these
Answer: _________
Question 16:

A unit hydro graph has one unit of

A. rainfall duration
B. rainfall excess
C. time base of direct runoff
D. discharge
Answer: _________
Question 17:

The top of the capillary zone

A. Lies below the water table at every point
B. Lies above the water table at every point
C. Coincides the water table at every point
D. None of these
Answer: _________
Question 18:

For a standing crop, the consumptive use of water is equal to the depth of water

A. Transpired by the crop
B. Evaporated by the crop
C. Transpired and evaporated by the crop
D. Used by the crop in transpiration, evaporation and also the quantity of water evaporated from adjacent soil
Answer: _________
Question 19:

For a proportional outlet, the flexibility is

A. zero
B. between zero and 1
C. 1
D. greater than 1
Answer: _________
Question 20:

As per Lacey’s theory, the silt factor is

A. directly proportional to average par¬ticle size
B. inversely proportional to average par¬ticle size
C. directly proportional to square root of average particle size
D. not related to average particle size
Answer: _________
Question 21:

A land is known as waterlogged

A. when the permanent wilting point is reached
B. when gravity drainage has ceased
C. capillary fringe reaches the root zone of plants
D. none of the above
Answer: _________
Question 22:

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

A. at the toe
B. at the heel
C. within the middle third of base
D. at centre of base
Answer: _________
Question 23:

The field capacity of a soil is 25%, its permanent wilting point is 15% and specific dry unity weight is 1.5. If the depth of root zone of a crop, is 80 cm, the storage capacity of the soil, is

A. 8 cm
B. 10 cm
C. 12 cm
D. 14 cm
Answer: _________
Question 24:

Fundamental momentum equation for a hydraulic jump, is

A. $${ ext{D}}_1^2 - { ext{D}}_2^2 = frac{{2{ ext{q}}}}{{ ext{g}}}left( {{{ ext{V}}_1} - {{ ext{V}}_2}} ight)$$
B. $${ ext{D}}_2^2 - { ext{D}}_1^2 = frac{{2{ ext{q}}}}{{ ext{g}}}left( {{{ ext{V}}_1} - {{ ext{V}}_2}} ight)$$
C. $${ ext{D}}_1^2 - { ext{D}}_2^2 = frac{{2{ ext{q}}}}{{ ext{g}}}left( {{{ ext{V}}_2} - {{ ext{V}}_1}} ight)$$
D. $${ ext{D}}_1^2 + { ext{D}}_2^2 = frac{{2{ ext{q}}}}{{ ext{g}}}left( {{{ ext{V}}_2} - {{ ext{V}}_1}} ight)$$
Answer: _________
Question 25:

The peak of a 4 hour flood hydrograph is 240 m 3 /sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m 3 /sec, then the peak of 4-hours unit hydrograph will be

A. 20 m 3 /sec
B. 25 m 3 /sec
C. 30 m 3 /sec
D. 35 m 3 /sec
Answer: _________
Question 26:

The maximum rainfall depth of 300 mm in 24 hours has a return period of 100 years. The probability of 24 hours rainfall equal to or greater than 300 mm occurring at least once in 10 years is given by

A. 0.99 10
B. 1 - 0.99 10
C. 0.9 100
D. 1 - 0.9 100
Answer: _________
Question 27:

Solution of Laplacian equation in three dimensions $$frac{{{{ ext{d}}^2}varphi }}{{{ ext{d}}{{ ext{x}}^2}}} + frac{{{{ ext{d}}^2}varphi }}{{{ ext{d}}{{ ext{y}}^2}}} + frac{{{{ ext{d}}^2}varphi }}{{{ ext{d}}{{ ext{z}}^2}}} = 0$$ xa0 xa0 of water in a syphon, is done by

A. Analytical method
B. Khosla's method
C. Method of relaxation
D. Unwin's method
Answer: _________
Question 28:

In case of a trapezoidal notch fall

A. Top width of the notch is kept between $${frac{3}{4}^{{ ext{th}}}}$$ of full water depth above the sill of the notch
B. Top length of the piers should not be less than their thickness
C. Splay upstream from the notch section is 45°
D. Splay downstream from the notch section is $$22{frac{1}{2}^ circ }$$
Answer: _________
Question 29:

Finally formed berms in canals are provided for

A. Protection of banks erosion by the waves
B. Control of seepage losses
C. Strengthening of banks
D. All the above
Answer: _________
Question 30:

Canals constructed for draining off water from water logged areas, are known

A. Drains
B. Inundation canals
C. Valley canals
D. Contour canals
Answer: _________
Question 31:

A hydroelectric scheme operating under a head of 80 m will be classified as

A. low head scheme
B. medium head scheme
C. high head scheme
D. none of the above
Answer: _________
Question 32:

Irrigation water having the concentration of Na ++ , Ca ++ and Mg ++ as 20, 3 and 1 Milli equivalent per litre respectively will be classified as

A. Low sodium water
B. Medium sodium water
C. High sodium water
D. Very high sodium water
Answer: _________
Question 33:

If d 1 is the depth of cutting, d 2 is the height of the bank from bed level r 2 : 1 and r 1 : 1 are the slopes in filling and cutting respectively, the horizontal distance n between the bed and bank, is

A. x = r 1 d 1
B. x = r 2 d 2
C. $${ ext{x}} = frac{{{{ ext{d}}_1}}}{{{{ ext{r}}_1}}}$$
D. $${ ext{x}} = frac{{{{ ext{d}}_2}}}{{{{ ext{r}}_2}}}$$
Answer: _________
Question 34:

A minimum of 90 cm free board is provided if the discharge in the canal is between

A. 30 to 33 cumecs
B. 30 to 60 cumecs
C. Over 60 cumecs
D. Over 100 cumecs
Answer: _________
Question 35:

If the irrigation efficiency is 80%, conveyance losses are 20% and the actual depth of watering is 16 cm, the depth of water required at the canal outlet, is

A. 10 cm
B. 15 cm
C. 20 cm
D. 25 cm
Answer: _________
Question 36:

The difference in level between the top of a bank and supply level in a canal, is called

A. Berm
B. Free board
C. Height of bank
D. None of these
Answer: _________
Question 37:

The structure constructed to allow drainage water to flow under pressure through an inverted syphon below a canal, is called

A. Syphon
B. Super passage
C. Super-aqueduct
D. Syphon aqueduct
Answer: _________
Question 38:

The downstream expansion head of a guide bank is extended to subtend an angle at the centre, equal to

A. 30°
B. 45°
C. 60°
D. 90°
Answer: _________
Question 39:

Which of the following can be used as a meter fall ?

A. vertical drop fall
B. flumed glacis fall
C. unflumed glacis fall
D. all of the above
Answer: _________
Question 40:

The value of Sodium Absorption Ratio for high sodium water lies between

A. 0 to 10
B. 10 to 18
C. 18 to 26
D. 26 to 34
Answer: _________
Question 41:

If D is the depth of water upstream of the throat above its sill, B is the width of the throat, to achieve critical flow in an open venturi flume, the theoretical maximum flow Q, is

A. Q = 1.71 $${ ext{B}}{{ ext{D}}^{frac{1}{2}}}$$
B. Q = 1.71 BD
C. Q = 1.71 $${ ext{B}}{{ ext{D}}^{frac{3}{2}}}$$
D. Q = 1.71 $${ ext{B}}{{ ext{D}}^{frac{2}{3}}}$$
Answer: _________
Question 42:

If d is the depth of the aquifer through which water is flowing, then the relationship between permeability k and transmissible T is given by

A. T = kd
B. $${ ext{T}} = frac{{ ext{k}}}{{ ext{d}}}$$
C. T = Vkd
D. k = VTd
Answer: _________
Question 43:

Borrow pits should preferably be located in

A. Field on the left side of the canal
B. Field on the right side of the canal
C. Fields on both sides of the canal
D. Central half width of the section of the canal
Answer: _________
Question 44:

Pick up the incorrect statement from the following. Culturable commanded area is the gross area of an irrigation canal system less

A. Populated area
B. Alkaline area
C. Forest area
D. Fallow land
Answer: _________
Question 45:

In gravity canals, F.S.L. is

A. Always at the ground level
B. Always below the ground level
C. Generally 4 to 5 meters above the ground level
D. Only a few cm above the ground level
Answer: _________
Question 46:

Which of the following types of rain gauges is used for measuring rain in remote hilly inaccessible areas ?

A. tipping bucket type
B. weighing type
C. floating type
D. Simon’s raingauge
Answer: _________
Question 47:

If $$Delta $$ is the depth of water in metres, B is the number of days of base period and D is the duty in hectare/cumec, the relationship which holds good, is

A. $${ ext{D}} = Delta frac{{8.64{ ext{D}}}}{{ ext{B}}}$$
B. $${ ext{B}} = Delta frac{{8.64{ ext{B}}}}{{ ext{D}}}$$
C. $${ ext{D}} = frac{{8.64Delta }}{{ ext{B}}}$$
D. $$Delta = frac{{8.64{ ext{B}}}}{{ ext{D}}}$$
Answer: _________
Question 48:

The ratio of rate of change of the discharge of an outlet to the rate of change of the discharge of distributing channel is called

A. proportionality
B. flexibility
C. setting
D. sensitivity
Answer: _________
Question 49:

In North Indian Plains, optimum depth of kor watering for wheat, is

A. 23.0 cm
B. 19.0 cm
C. 17.5 cm
D. 13.5 cm
Answer: _________
Question 50:

The main cause of silting up a channel,

A. Non-regime section
B. Inadequate slope
C. Defective head regulator
D. All the above
Answer: _________
Question 51:

A fall which maintains its depth, is

A. A trapezoidal notch fall
B. A low weir fall
C. A rectangular notch fall
D. All the above
Answer: _________
Question 52:

Retrogression of the bed level of a river downstream a weir, occurs due to

A. Heavy impact of water
B. Increase of the bed level
C. Less percentage of silt
D. Soft soil strata
Answer: _________
Question 53:

The depth of the crest of a scouring sluice below the crest of a head regulator, is generally kept

A. 0.20 m
B. 1.20 m
C. 2.20 m
D. 3.20 m
Answer: _________
Question 54:

For smooth entry of water in a canal, the angle between head regulator and water is generally kept

A. 80°
B. 90°
C. 110°
D. 120°
Answer: _________
Question 55:

For a catchment area of 120 km 2 , the equilibrium discharge in m 3 /hour of an S-curve obtained by the summation of 6xa0hour unit hydrograph is

A. 0.2 x 10 6
B. 0.6 x 10 6
C. 2.4 x 10 6
D. 7.2 x 10 6
Answer: _________
Question 56:

If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that

A. demand cannot be met by inflow
B. reservoir was not full at the beginning
C. both (A) and (B)
D. none of the above
Answer: _________
Question 57:

The most suitable material for the central impervious core of a zoned embankment type dam is

A. clay
B. coarse sand
C. silty clay
D. clay mixed with fine sand
Answer: _________
Question 58:

The relation between probability (P) and recurrence interval (T) is given by

A. PT = 1
B. PT 2 = 1
C. $$frac{{ ext{P}}}{{ ext{T}}} = 1$$
D. $$frac{{ ext{P}}}{{{{ ext{T}}^2}}} = 1$$
Answer: _________
Question 59:

The unit hydrograph of a specified duration can be used to evaluate the hydrograph of storms of

A. same duration only
B. same and shorter duration
C. same and longer duration
D. any duration
Answer: _________
Question 60:

Which of the following is a non-recording raingauge ?

A. tipping bucket type raingauge
B. Simon’s raingauge
C. Steven’s weighing type raingauge
D. floating type raingauge
Answer: _________
Question 61:

In India, which of the following is adopted as standard recording rain-gauge?

A. Symon’s rain-gauge
B. Tipping bucket type
C. Natural siphon type
D. Weighing bucket type
Answer: _________
Question 62:

According to Lacey, in regime conditions

A. Silt is kept in suspension by vertical components of eddies
B. Entire cross-section of the channel is generated at all points by the forces normal to the wetted perimeter
C. Both (A) and (B)
D. Neither (A) nor (B)
Answer: _________
Question 63:

The flow-mass curve is graphical representation of

A. Cumulative discharge and time
B. Discharge and percentage probability of flow being equaled or exceeded
C. Cumulative discharge, volume and time in chronological order
D. Discharge and time in chronological order
Answer: _________
Question 64:

A hyetograph is a graphical representation of

A. rainfall intensity and time
B. rainfall depth and time
C. discharge and time
D. cumulative rainfall and time
Answer: _________
Question 65:

Hydrograph is the graphical representation of

A. runoff and time
B. surface runoff and time
C. ground waterflow and time
D. rainfall and time
Answer: _________
Question 66:

If the optimum depth of kor watering for a crop is 15.12 cm, the outlet factor for the crop for four week period in hectares per cumec, is

A. 1000
B. 1200
C. 1400
D. 1600
Answer: _________
Question 67:

Pick up the correct statement from the following

A. In a level crossing, a crest with its top at the canal F.S.L. is provided across the drainage at its up-stream junction with canal
B. In a level crossing a regulator is provided across the drainage at its down-stream
C. In a level crossing, a cross regulator is provided on the canal below the crossing
D. All the above
E. Approach of the water line in a flumed channel section should not be steeper than $$22{frac{1}{2}^ circ }$$
F. Departure of the water line from a flumed channel section should not be steeper than 30°
G. Approach of the water line should not be steeper than 30° and departure line not steeper than $$22{frac{1}{2}^ circ }$$ in a flumed channel section
H. Approach and departure of the water line in a flumed channel section, should not be steeper than $$22{frac{1}{2}^ circ }$$
I. Escapes are essential safety valves in a canal system
J. The escapes must lead the surplus water to natural drainages
K. The escapes are aligned to take advantage of contours of lower values
L. All the above
Answer: _________
Question 68:

The useful storage is the volume of water stored in the reservoir between

A. minimum pool level and maximum pool level
B. minimum pool level and normal pool level
C. normal pool level and maximum pool level
D. river bed and minimum pool level
Answer: _________
Question 69:

A raingauge should preferably be fixed

A. near the building
B. under the tree
C. in an open space
D. in a closed space
Answer: _________
Question 70:

With the increase in the quantity of water supplied, the yield of most crops

A. increases continuously
B. decreases continuously
C. increases upto a certain limit and then becomes constant
D. increases upto a certain limit and then decreases
Answer: _________
Question 71:

If D is the depth of scour below original bed, then the width of launching apron is generally taken as

A. 1.2 D
B. 1.5 D
C. 2.0 D
D. 2.5 D
Answer: _________
Question 72:

If it rains between 2 P.M. and 3 P.M. and the entire basin area just starts contributing water at 3 P.M. to the outlet, then time of concentration will be

A. 15 minutes
B. 20 minutes
C. 30 minutes
D. 60 minutes
Answer: _________
Question 73:

Lane's weighted creep theory assumes

A. Equal weightage to horizontal and vertical creeps
B. Double weightage to horizontal creep and one weightage to vertical creep
C. Triple weightage to horizontal creep and one weightage to vertical creep
D. Triple weightage to vertical creep and one weightage to horizontal creep
Answer: _________
Question 74:

The ratio of the rate of change of discharge of an outlet to the rate of change in level of water surface in a distributary at its normal depth, is known as

A. Efficiency
B. Sensitivity
C. Flexibility
D. Modular limit
Answer: _________
Question 75:

For supplying water to rabi crop, kharif crop and sugarcane, the channel is designed for a capacity equal to the greater of the water requirement of

A. rabi or kharif
B. rabi and kharif or sugarcane
C. rabi and sugarcane or kharif and sugarcane
D. rabi or kharif or sugarcane
Answer: _________
Question 76:

Meandering of a river generally occurs, in

A. Rocky stage
B. Delta stage
C. Boulder stage
D. Trough stage
Answer: _________
Question 77:

Optimum depth of kor watering for rice is

A. 135 mm
B. 165 mm
C. 190 mm
D. 215 mm
Answer: _________
Question 78:

A river bend characterized by silting

A. scouring on concave side
B. silting on convex side
C. scouring on convex side and on concave side
D. scouring on concave side and silting on convex side
Answer: _________
Question 79:

The minimum size of stone that will remain at rest in a channel of longitudinal slope S and hydraulic mean depth R is given by

A. 4RS
B. 11RS
C. 7RS
D. 15 RS
Answer: _________
Question 80:

The optimum depth of kor watering for a rice crop, is

A. 23.0 cm
B. 19.0 cm
C. 17.5 cm
D. 13.5 cm
Answer: _________
Question 81:

Generally the weir is aligned at right angles to the direction of the main river current because

A. It ensures less length of the weir
B. It gives better discharging capacity
C. It is economical
D. All of the above
Answer: _________
Question 82:

In a Sarda type fall, the rectangular crest, may be used for discharge up to

A. 6 cumecs
B. 10 cumecs
C. 14 cumecs
D. 20 cumecs
Answer: _________
Question 83:

The meander pattern of a river is developed by

A. Average discharge
B. Dominant discharge
C. Maximum discharge
D. Critical discharge
Answer: _________
Question 84:

The sinuosity of a meander is the ratio of

A. Meander length and the width of meander
B. Meander length and half width of the river
C. Curved length and the straight distance
D. None of these
Answer: _________
Question 85:

If the straight sides of a triangular section of a lined canal with circular bottom of radius R, make an angle θ with horizontal, the perimeter of the canal is

A. R (θ + tan θ)
B. 2R (θ + tan θ)
C. R (θ + cos θ)
D. 2R (θ + cos θ)
Answer: _________
Question 86:

An aggrading river is a

A. silting river
B. scouring river
C. both silting and scouring river
D. neither silting nor scouring river
Answer: _________
Question 87:

The shape of recession limb of a hydrograph depends upon

A. Basin characteristics only
B. Storm characteristics only
C. Both (A) and (B)
D. None of the above
Answer: _________
Question 88:

The "outlet discharge factor" is the duty at the head of

A. main canal
B. branch canal
C. watercourse
D. distributory
Answer: _________
Question 89:

If A is the area of the surface, $$overline { ext{x}} $$ is the depth of its C.G. from the surface of the water and $$omega $$ is the density of water, then

A. Total pressure on the surface is equal to $$omega overline { ext{x}} $$
B. Depth of the point at which total pressure acts is equal to its moment of inertia divided by $${ ext{A}}overline { ext{x}} $$
C. Depth of the centre of pressure is $$frac{2}{3}{ ext{H}},$$ vertically below the surface
D. All the above
Answer: _________
Question 90:

A water-logged land is found suitable for cultivation due to

A. Ease of tillage for preparation of the field for optimum condition of germination
B. Absence of aeration of soil from root zone of the plant
C. Regular supply of water to plants from the water table by capillary action
D. None of these
Answer: _________
Question 91:

An outlet which maintains a constant discharge irrespective of fluctuation in the water levels of the supplying channel or water course, is known as

A. Non-modular outlet
B. Semi-modular outlet
C. Flexible modular outlet
D. Right modular outlet
Answer: _________
Question 92:

If L is total length of a canal in kilometers, P is total perimeter of its lining in metres and C is the cost of lining per square metre, the additional expenditure involved on lining, is

A. $$1000,{ ext{PLC}}$$
B. $$frac{{{ ext{PLC}}}}{{1000}}$$
C. $$frac{{{ ext{PL}}}}{{1000{ ext{C}}}}$$
D. $$frac{{{ ext{PC}}}}{{100{ ext{L}}}}$$
Answer: _________
Question 93:

Which of the following methods is used to estimate flood discharge based on high water marks left over in the past ?

A. slope-area method
B. area-velocity method
C. moving boat method
D. ultra-sonic method
Answer: _________
Question 94:

The drainage water intercepting the canal can be disposed of by passing the canal below the drainage in

A. aqueduct and syphon aqueduct
B. aqueduct and super passage
C. super passage and canal syphon
D. level crossing
Answer: _________
Question 95:

According to Bligh's creep theory, percolating water flows along

A. Straight path under the foundation of the dam
B. Circular path under the foundation of the dam
C. The outline of the base of the foundation of the dam
D. None of these
Answer: _________
Question 96:

A river training work is generally required when the river is

A. Meandering
B. Aggrading
C. Degrading
D. All the above
E. aggrading type
F. degrading type
G. meandering type
H. both (A) and (B)
Answer: _________
Question 97:

In a chute spillway, the flow is usually

A. uniform
B. subcritical
C. critical
D. super critical
Answer: _________
Question 98:

Groynes are generally built

A. Perpendicular to the bank
B. Inclined up stream up to 30°
C. Inclined downstream up to 30°
D. All the above
Answer: _________
Question 99:

The rainfall on five successive days were measured as 100 mm, 80 mm, 60 mm, 40 mm and 20 mm respectively. If the infiltration index or the storm loss rate for the catchment area is earlier estimated as 50 mm/day, the total surface run off will be

A. 50 mm
B. 60 mm
C. 90 mm
D. 140 mm
Answer: _________
Question 100:

When a canal and a drainage approach each other at the same level, the structure so provided, is

A. An aqueduct
B. A syphon
C. A level crossing
D. Inlet and outlet
Answer: _________
Question 101:

According to G.W. Pickles the effect of confining the flood water of a river between levee, is to increase

A. Rate of flood wave
B. Water surface elevation during floods
C. Maximum discharge
D. Surface slope of streams above the levied portion
Answer: _________
Question 102:

Study the following statements. i) Levees are constructed parallel to river flow, ii) Spurs are constructed parallel to river flow, iii) Levees are constructed transverse to river flow, iv) Spurs are constructed transverse to river flow. The correct answer is

A. (i) and (ii)
B. (i) and (iv)
C. (ii) and (iii)
D. (iii) and (iv)
Answer: _________
Question 103:

Instantaneous unit hydrograph is a hydrograph of i) unit duration ii) unit rainfall excess iii) infinitely small duration iv) infinitely small rainfall excess The correct answer is

A. (i) and (ii)
B. (i) and (iv)
C. (ii) and (iii)
D. (iii) and (iv)
Answer: _________
Question 104:

To estimate the magnitude of a flood with a return period of T years, Gumbel’s distribution method requires the following data pertaining to annual flood series i) mean value ii) standard deviation iii) length of record iv) coefficient of skew The correct answer is

A. (i) and (ii)
B. (i), (ii) and (iii)
C. (i), (ii) and (iv)
D. (i), (ii), (iii) and (iv)
Answer: _________
Question 105:

Presence of tail water in a gravity dam i) increases the principal stress ii) decreases the principal stress iii) increases the shear stress iv) decreases the shear stress The correct answer is

A. (i) and (iii)
B. (i) and (iv)
C. (ii) and (iii)
D. (ii) and (iv)
Answer: _________
Question 106:

A current meter is used to measure the

A. velocity of flow of water
B. depth of flow of water
C. discharge
D. none of the above
Answer: _________
Question 107:

An outlet is said to be proportional if its flexibility, is

A. Zero
B. Less than one
C. More than one
D. One
Answer: _________
Question 108:

If average particle size of the silt in millimeters is m, the Lacey's silt factor f is proportional to

A. m 3
B. $${{ ext{m}}^{frac{1}{2}}}$$
C. $${{ ext{m}}^{frac{1}{3}}}$$
D. $${{ ext{m}}^{frac{2}{3}}}$$
Answer: _________
Question 109:

The Lacey's regime velocity is proportional to

A. $${{ ext{R}}^{frac{1}{2}}}{{ ext{S}}^{frac{3}{4}}}$$
B. $${{ ext{Q}}^{frac{3}{4}}}{{ ext{S}}^{frac{1}{3}}}$$
C. $${{ ext{R}}^{frac{3}{4}}}{{ ext{S}}^{frac{1}{3}}}$$
D. $${{ ext{R}}^{frac{2}{3}}}{{ ext{S}}^{frac{1}{2}}}$$
Answer: _________
Question 110:

If V 0 is the critical velocity of a channel, its silt transporting power, according to Kennedy is proportional to

A. $${ ext{V}}_0^{frac{1}{2}}$$
B. $${ ext{V}}_0^{frac{3}{2}}$$
C. $${ ext{V}}_0^{frac{5}{2}}$$
D. $${ ext{V}}_0^{frac{7}{2}}$$
Answer: _________
Question 111:

The net head under which the turbine reaches its peak efficiency at synchronous speed is called

A. design head
B. rated head
C. gross head
D. operating head
Answer: _________
Question 112:

If water table is comparatively high, the irrigation canal becomes useless, due to

A. Large amount of seepage
B. Water logging of the cultivated areas
C. Uncertain water demand
D. All the above
Answer: _________
Question 113:

In a concrete canal the approximate permissible velocity of water should not exceed

A. 0.5 m/sec
B. 1 m/sec
C. 1.5 m/sec
D. 2 m/sec
Answer: _________
Question 114:

The field capacity of a soil depends upon

A. Capillary tension in soil
B. Porosity of soil
C. Both (A) and (B)
D. Neither (A) nor (B)
Answer: _________
Question 115:

A land is said to be water-logged if its soil pores within

A. A depth of 40 cm are saturated
B. A depth of 50 cm are saturated
C. Root zone of the crops are saturated
D. All the above
Answer: _________
Question 116:

Pick up the incorrect statement from the following:

A. In free flooding irrigation, water is admitted at one corner of a field and is allowed to spread over the entire area
B. In check method of irrigation, the field is divided into smaller compartments and water is admitted to each in turn
C. In furrow irrigation water is admitted between the rows of plants in the field
D. None of these
Answer: _________
Question 117:

A deficit of sediments in flowing water may cause a river

A. Meandering type
B. Aggrading type
C. Degrading type
D. Sub-critical type
Answer: _________
Question 118:

Which one of the following statements is correct?

A. The canal system and the drainage system are complementary
B. The canal system runs on ridges, gets divided into smaller channels and spreads its water on the land
C. The drainage system runs along the lowest line, collects drainage water from the slopes and joins the main stream
D. All the above
Answer: _________
Question 119:

Cyclonic precipitation is caused by lifting of an air mass due to

A. pressure difference
B. temperature difference
C. natural topographical barriers
D. all of the above
Answer: _________
Question 120:

If the height of the hydraulic gradient line above the floor of thickness t is h and the specific gravity of the material of the floor is G, the minimum thickness t of the floor downstream of the crest-wall, is given by the equation

A. $${ ext{t}} = frac{{{ ext{h}} + 1}}{{{ ext{G}} + { ext{t}}}}$$
B. $${ ext{t}} = frac{{{ ext{h}} - 1}}{{{ ext{G}} + { ext{t}}}}$$
C. $${ ext{t}} = frac{{{ ext{h}} - 1}}{{{ ext{G}} - { ext{t}}}}$$
D. $${ ext{t}} = frac{{{ ext{h}} + 1}}{{ ext{G}}}$$
Answer: _________
Question 121:

Side slopes generally kept for canals in loam soil, are:

A. 1 : 1 in cutting and $$1frac{1}{2}$$ : 1 in filling
B. $$1frac{1}{2}$$ : 1 in cutting and 2 : 1 in filling
C. Neither (A) nor (B)
D. Both (A) and (B)
Answer: _________
Question 122:

If the R.L’s of canal bed level and high flood level of drainage are 212.0 m and 210.0 m respectively, then cross drainage work will be

A. aqueduct
B. superpassage
C. syphon
D. syphon aqueduct
Answer: _________
Question 123:

The most suitable location of a canal head work, is

A. Boulders stage of the river
B. Delta stage of the river
C. Rock stage of the river
D. Trough stage of the river
Answer: _________
Question 124:

Cross regulators in main canals are provided

A. To regulate water supply in the distributaries
B. To increase water head upstream when a main canal is running with low supplies
C. To overflow excessive flow water
D. None of these
Answer: _________
Question 125:

Process of meandering is due to

A. Sediment load of streams
B. Discharge and hydraulic properties of streams
C. Relative erodibility of the bed and banks
D. All the above
Answer: _________
Question 126:

For diversion of flood water of rivers, the type of canal constructed, is

A. Ridge canal
B. Perennial canal
C. Inundation canal
D. Canal
Answer: _________
Question 127:

The water stored in the reservoir below the minimum pool level is called

A. useful storage
B. dead storage
C. valley storage
D. surcharge storage
Answer: _________
Question 128:

A straight glacis type fall with a baffle platform and a baffle wall is called

A. Vertical drop-fall
B. Glacis fall
C. Montague type fall
D. Inglis fall
Answer: _________
Question 129:

In rigid module, the discharge

A. Is independent of water levels in the distributary and water course
B. Depends upon the water level in distributary
C. Depends upon the water level in the water course
D. Depends upon the water levels of both, i.e. distributary and water course
Answer: _________
Question 130:

If the straight sides of a triangular section of a lined canal with circular bottom of radius D, make an angle $$ heta $$ with horizontal, the hydraulic mean depth is

A. $${ ext{D}}$$
B. $$frac{{ ext{D}}}{2}$$
C. $$frac{{ ext{D}}}{3}$$
D. $$frac{{ ext{D}}}{4}$$
Answer: _________
Question 131:

Seepage through foundation in an earthen dam is controlled by providing

A. rock toe
B. horizontal blanket
C. impervious cut off
D. chimney drain
Answer: _________
Question 132:

Irrigation canals are generally aligned along

A. Ridge line
B. Contour line
C. Valley line
D. Straight line
Answer: _________
Question 133:

Infiltration capacity

A. is a constant factor
B. changes with time
C. changes with location
D. changes with both time and location
Answer: _________
Question 134:

The water utilizable by plants is available in soils mainly in the form of

A. gravity water
B. capillary water
C. hydroscopic water
D. chemical water
Answer: _________
Question 135:

Effective precipitation for a crop may be defined as

A. Total precipitation minus the loss due to evaporation
B. Total precipitation minus the loss due to infiltration
C. Total precipitation during the crop period
D. Available water stored in soil within root zone of the crop
Answer: _________
Question 136:

Which of the following canal structures is used to remove surplus water from an irrigation channel into a natural drain ?

A. canal fall
B. canal outlet
C. canal escape
D. canal regulator
Answer: _________
Question 137:

The sensitivity of a rigid module is

A. zero
B. between zero and one
C. 1
D. infinity
Answer: _________
Question 138:

In a syphon aqueduct

A. Drainage passes over the canal and F.S.L. of the canal is below the bottom of the drainage trough
B. Drainage passes over the canal and F.S.L. of the canal is above the bottom of the drainage trough
C. Canal passes over the drainage and H.F.L. of the drainage is above the bottom of the canal trough
D. Canal passes over the drainage and H.F.L. of the drainage is below the bottom of the canal trough
Answer: _________
Question 139:

For an annual flood series arranged in descending order of magnitude, the return for a magnitude listed at position period m in a total data N is

A. $$frac{{ ext{m}}}{{ ext{N}}}$$
B. $$frac{{ ext{m}}}{{{ ext{N}} + 1}}$$
C. $$frac{{{ ext{N}} + 1}}{{ ext{m}}}$$
D. $$frac{{ ext{N}}}{{{ ext{m}} + 1}}$$
Answer: _________
Question 140:

The width of a dowla is generally kept between 30 to 60 cm and its height above the road level should invariably be more than

A. 10 cm
B. 20 cm
C. 30 cm
D. 40 cm
Answer: _________
Question 141:

The ratio of the discharge over a trapezoidal crest to a rectangular crest of Sarda falls of identical parameters, is

A. 1.084
B. 1.074
C. 1.064
D. 1.054
Answer: _________
Question 142:

A fall in a canal bed is generally provided, if

A. Ground slope exceeds the designed bed slope
B. Designed bed slope exceeds the ground slope
C. Ground slope is practically the same as the designed bed slope
D. None of these
Answer: _________
Question 143:

As compared to gravity dams, earthen dams

A. are costlier
B. are less susceptible to failure
C. require sound rock foundations
D. require less skilled labour
Answer: _________
Question 144:

Bed bars in a canal are provided

A. To watch the general behavior of canal
B. To measure the discharge
C. To raise the supply level
D. To control the silting
Answer: _________
Question 145:

The depth of water required to bring the soil moisture content of a given soil upto its field capacity is called

A. hygroscopic water
B. equivalent moisture
C. soil moisture deficiency
D. pellicular water
Answer: _________
Question 146:

Silt excluders are constructed on the

A. river bed upstream of head regulator
B. river bed downstream of head regulator
C. canal bed upstream of head regulator
D. canal bed downstream of head regulator
Answer: _________
Question 147:

In Montague type fall

A. A straight glacis is provided
B. A circular glacis is provided
C. A parabolic glacis is provided
D. No glacis is provided
Answer: _________
Question 148:

For a flood control reservoir, the effective storage is equal to

A. Useful storage - valley storage
B. Useful storage + surcharge storage
C. Useful storage + surcharge storage + valley storage
D. Useful storage + surcharge storage - valley storage
Answer: _________
Question 149:

The crest level of a canal diversion head work, depends upon

A. F.S.L. of the canal
B. Discharge perimeters
C. Pond level
D. All the above
Answer: _________
Question 150:

Select the correct statement.

A. A meander increases the river length but a cut off reduces the river length
B. A cut-off increases the river length but a meander reduces the river length
C. Both meander and cut-off increase the river length
D. Both meander and cut-off decrease the river length
Answer: _________
Question 151:

Select the incorrect statement.

A. Intensive irrigation should be avoided in areas susceptible to water logging
B. Extensive irrigation should be adopted in areas susceptible to water logging
C. Lift irrigation increases water logging
D. All of the above
Answer: _________
Question 152:

When surface of transpiration is submerged under water, then potential evapotranspiration is

A. much more than evapotranspiration
B. much less than evapotranspiration
C. equal to evapotranspiration
D. equal to or less than evapotranspi-ration
Answer: _________
Question 153:

The maximum average depth due to one day storm over an area of 100 km 2 is 100 mm. Depth-Area-Duration (DAD) curves indicate that for the same area of 100 km the maximum average depth for a 3 hour storm will be

A. 100 mm
B. More than 100 mm
C. Less than 100 mm
D. None of the above
Answer: _________
Question 154:

When a canal flowing under pressure is carried below a natural drainage such that its F.S.L. does not touch the underside of the supporting structure, the structure so provided, is called

A. Syphon
B. Aqueduct
C. Super passage
D. Syphon-aqueduct
Answer: _________
Question 155:

In a canal syphon, the flow is

A. Under atmospheric pressure
B. Pipe flow
C. With critical velocity
D. Under negative pressure
Answer: _________
Question 156:

For standing crops in undulating sandy fields, the best method of irrigation, is

A. Sprinkler irrigation
B. Free flooding
C. Check method
D. Furrow method
Answer: _________
Question 157:

The saturation line is the line up to which banks get saturated after the canal runs for some time. The saturation gradient in ordinary loam soil, is generally

A. 2 : 1
B. 3 : 1
C. 4 : 1
D. 5 : 1
Answer: _________
Question 158:

Pick up the correct statement from the following:

A. If the flexibility is more than one, the outlet is hyper-proportional
B. If the setting of an outlet is higher than that required for proportionality, the outlet is hyper-proportional
C. If the flexibility is zero, it is a rigid module
D. All the above
E. The full supply level of a canal should be above ground level
F. According to Lacey, regime conditions require a particular slope for a given discharge and silt factor
G. In case the ground slope is less than the required bed slope, the silt factor must be reduced by permitting the entry of coarse silt
H. All the above
I. Water table generally follows the ground surface above it with a few exceptions
J. Static level of water in an open well indicates the position of the water table
K. At water table, hydrostatic pressure is zero
L. All the above
M. Gravity water is harmful to crops
N. Hygroscopic water remains attached to soil molecules by chemical bond
O. Capillary moisture held in the soil pores against gravity by surface tension, is utilized by plants
P. All the above
Answer: _________
Question 159:

Lacy's regime condition is obtained if

A. Silt grade in the channel is variable
B. Discharge in the channel is variable
C. Silt charge in the channel is variable
D. Channel flows in unlimited, incoherent alluvium of the same character as that transported material
Answer: _________
Question 160:

Infiltration rate is always

A. more than the infiltration capacity
B. less than the infiltration capacity
C. equal to or less than the infiltration capacity
D. equal to or more than the infiltration capacity
Answer: _________
Question 161:

Which of the following methods of applying water may be used on rolling land ?

A. boarder flooding
B. check flooding
C. furrow flooding
D. free flooding
Answer: _________
Question 162:

Garnett's diagrams are used for graphical solution of design equations of a canal by

A. Lacey's theory
B. Kennedy's theory
C. Gibb's theory
D. Lindlay theory
Answer: _________
Question 163:

The aqueduct or superpassage type of works are generally used when

A. high flood drainage discharge is small
B. high flood drainage discharge is large and short lived
C. high flood drainage discharge is large and continues for a long time
D. none of the above
Answer: _________
Question 164:

The most suitable chemical which can be applied to the water surface for reducing evaporation is

A. Methyl alcohol
B. Ethyl alcohol
C. Cetyl alcohol
D. Butyl alcohol
Answer: _________
Question 165:

According to Lacey, depth of scour in a river depends upon the straightness of the reach. If D is the depth of scour in regime flow in a right angled bend, it is

A. 1.25 D
B. 1.50 D
C. 1.75 D
D. 2.00 D
Answer: _________
Question 166:

The best unit duration of storm for a unit hydrograph is

A. 1 hour
B. one-fourth of basin lag
C. one-half of basin lag
D. equal to basin lag
Answer: _________
Question 167:

S-hydrograph is used to obtain unit hydrograph of

A. shorter duration from longer duration
B. longer duration from shorter duration
C. both (A) and (B)
D. none of the above
Answer: _________
Question 168:

Regime conditions in a channel may occur if

A. Discharge is constant
B. Channel flows uniformly in incoherent alluvium as that transported in suspension
C. Silt grade and silt charge are constant
D. All the above
Answer: _________
Question 169:

The ratio of the rate of change of discharge of an outlet and parent channel, is known as

A. Efficiency
B. Sensitivity
C. Flexibility
D. Modular limit
Answer: _________
Question 170:

Dimensions of coefficient of transmissibility are

A. M°L°T°
B. M°L 1 T -1
C. M°L 2 T -1
D. M°L 3 T -1
Answer: _________
Question 171:

According to Khosla’s theory, the exit gradient in the absence of a downstream cutoff is

A. 0
B. unity
C. infinity
D. very large
Answer: _________
Question 172:

For cereal crops the most commonly adopted method of irrigation, is

A. Free flowing method
B. Check method
C. Furrow method
D. Sprinkling method
Answer: _________
Question 173:

If H and d are the water depth and drop in the bed level at a Sarda fall, the width B of the trapezoidal crest, is given by

A. $${ ext{B}} = 0.22sqrt {{ ext{H}} + { ext{d}}} $$
B. $${ ext{B}} = 0.33sqrt {{ ext{H}} + { ext{d}}} $$
C. $${ ext{B}} = 0.44sqrt {{ ext{H}} + { ext{d}}} $$
D. $${ ext{B}} = 0.55sqrt {{ ext{H}} + { ext{d}}} $$
Answer: _________
Question 174:

Lacey's equation for calculating flood discharge in rivers, is

A. $${ ext{V}} = 10.8,{{ ext{R}}^{frac{1}{2}}}{{ ext{S}}^{frac{1}{2}}}$$
B. $${ ext{V}} = 10.8,{{ ext{R}}^{frac{2}{3}}}{{ ext{S}}^{frac{1}{2}}}$$
C. $${ ext{V}} = 10.8,{{ ext{R}}^{frac{2}{3}}}{{ ext{S}}^{frac{1}{3}}}$$
D. $${ ext{V}} = 10.8,{{ ext{R}}^{frac{1}{3}}}{{ ext{S}}^{frac{2}{3}}}$$
Answer: _________
Question 175:

Which of the following types of falls use parabolic glacis for energy dissipation ?

A. vertical drop fall
B. glacis fall
C. Montague type fall
D. inglis fall
Answer: _________
Question 176:

Lining of irrigation channels

A. increases the waterlogging area
B. decreases the waterlogging area
C. does not change the water logging area
D. none of the above
Answer: _________
Question 177:

Canals taken off from ice-fed perennial rivers, are known

A. Permanent canals
B. Ridge canals
C. Perennial canals
D. Inundation canals
Answer: _________
Question 178:

The velocity of drainage water in the barrels of a syphon-aqueduct, is normally limited to

A. 1 to 2 m per second
B. 2 to 3 m per second
C. 3 to 4 m per second
D. 4 to 5 m per second
Answer: _________
Question 179:

Pick up the correct sequence of the part of a canal system from the following

A. Head work-distributary-branch canal-minor
B. Head works-main canal-branch canal-distributary-minor
C. Head works-main canal-branch canal-minor-distributary
D. Heads works-branch canal-main canal distributary, minor
Answer: _________
Question 180:

While deciding the alignment of a proposed canal taking off from a river at B, three alignments of approximately equal lengths are available. These cross a drainages at C 1 , C 2 and C 3 where drainage bed levels C 1 > C 2 > C 3 , you will provide at site C 3

A. An aqueduct
B. A syphon aqueduct
C. A super passage
D. A syphon
Answer: _________
Question 181:

The total capacity of a reservoir is 25 million cubic metres and dead storage is 5 million cubic metres. If the average volume of sediment deposition is 0.10 million cubic metre per year, then the usefulness of the reservoir will start reducing after

A. 50 years
B. 150 years
C. 200 years
D. 250 years
Answer: _________
Question 182:

To hold hydraulic jumps, baffle walls are provided in

A. Sarda type falls
B. English type falls
C. Montague type falls
D. Vertical type falls
Answer: _________
Question 183:

To determine the discharge at a section in a stream from its rating curve, the required data are i) slope of water surface at the section ii) stage at the section iii) current meter readings at the section The correct answer is

A. (i) and (ii)
B. (ii) and (iii)
C. only (ii)
D. only (iii)
Answer: _________
Question 184:

Variability of rainfall is i) largest in regions of high rainfall ii) largest in coastal areas iii) largest in regions of scanty rainfall The correct answer is

A. only (i)
B. (i) and (ii)
C. only (iii)
D. (ii) and (iii)
Answer: _________
Question 185:

Interception losses are due to i) evaporation ii) transpiration iii) stream flow The correct answer is

A. Only (i)
B. (i) and (ii)
C. (ii) and (iii)
D. (i), (ii) and (iii)
Answer: _________
Question 186:

The forces, which are considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition, are i) Water pressure ii) Self weight iii) Uplift iv) Pressure due to earthquake The correct answer is

A. Only (ii)
B. (i), (ii) and (iii)
C. (i), (ii) and (iv)
D. (i), (ii), (iii) and (iv)
Answer: _________
Question 187:

If straight sides of a triangular section of a lined canal with circular bottom of radius R, make an angle θ with horizontal, the area of its cross-section, is

A. R (θ + tan θ)
B. R (θ + cot θ)
C. R2 (θ + tan θ)
D. R2 (θ + cot θ)
Answer: _________
Question 188:

If D 1 and D 2 are depths of water upstream and downstream of a hydraulic jump, the loss of head at the jump, is

A. $$frac{{{{left( {{{ ext{D}}_2} - {{ ext{D}}_1}} ight)}^3}}}{{{{ ext{D}}_1}{{ ext{D}}_2}}}$$
B. $$frac{{{{left( {{{ ext{D}}_2} - {{ ext{D}}_1}} ight)}^3}}}{{2{{ ext{D}}_1}{{ ext{D}}_2}}}$$
C. $$frac{{{{left( {{{ ext{D}}_2} - {{ ext{D}}_1}} ight)}^3}}}{{3{{ ext{D}}_1}{{ ext{D}}_2}}}$$
D. $$frac{{{{left( {{{ ext{D}}_2} - {{ ext{D}}_1}} ight)}^3}}}{{4{{ ext{D}}_1}{{ ext{D}}_2}}}$$
Answer: _________
Question 189:

For the design of major hydraulic structures on the canals, the method generally preferred to, is based on

A. Bligh's theory
B. Electrical analogy method
C. The relaxation method
D. Khosla's method of independent variables
Answer: _________
Question 190:

The main function of a divide wall is to

A. control the silt entry in the canal
B. prevent river floods from entering the canal
C. separate the undersluices from weir proper
D. provide smooth flow at sufficiently low velocity
Answer: _________
Question 191:

Disposal of extra excavated earth of canals, is utilized to provide a spoil bank on

A. Left side
B. Right side
C. Both sides
D. All the above
Answer: _________
Question 192:

The duty is largest

A. at the head of water course
B. on the field
C. at the head of a main canal
D. same at all places
Answer: _________
Question 193:

A 70% index of wetness means

A. rain excess of 30%
B. rain deficiency of 30%
C. rain deficiency of 70%
D. none of the above
Answer: _________
Question 194:

Useful soil moisture for plant growth, is

A. Capillary water
B. Gravity water
C. Hygroscopic water
D. Chemical water
Answer: _________
Question 195:

The state of the soil when plants fail to extract sufficient water for their requirements, is

A. Maximum saturated point
B. Permanent wilting point
C. Ultimate utilization point
D. None of these
Answer: _________
Question 196:

The flow of water after spilling over the weir crest in chute spillway and side channel spillway respectively are

A. At right angle and parallel to weir crest
B. Parallel and at right angle to weir crest
C. Parallel to weir crest in both
D. At right angle to weir crest in both
Answer: _________
Question 197:

V and R are the regime mean velocity and hydraulic mean depth respectively in meters. Lacey's silt factor f is

A. $$frac{{2{{ ext{V}}^2}}}{{sqrt 3 { ext{R}}}}$$
B. $$frac{{3{{ ext{V}}^2}}}{{4{ ext{R}}}}$$
C. $$frac{{5{{ ext{V}}^2}}}{{2{ ext{R}}}}$$
D. $$frac{{2{{ ext{V}}^2}}}{{5{ ext{R}}}}$$
Answer: _________
Question 198:

The length of a meander is the distance along the river between the tangent point of one curve to the tangent point of

A. Reverse curve
B. Next curve of the same order
C. Reverse curve plus the width of the river
D. None of these
Answer: _________
Question 199:

A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If ϕ index remains at the same value, the runoff due to 10 cm of rainfall in 12 hours in the catchment is

A. 4.5 cm
B. 6.0 cm
C. 7.5 cm
D. 9.0 cm
Answer: _________
Question 200:

A multipurpose reservoir is the one which is

A. designed for one purpose but serves more than one purpose
B. planned and constructed to serve various purposes
C. both (A) and (B)
D. none of the above
Answer: _________
Question 201:

A divide wall is provided

A. At right angle to the axis of weir
B. Parallel to the axis of weir and upstream of it
C. Parallel to the axis of weir and downstream of it
D. At an inclination to the axis of weir
Answer: _________
Question 202:

The consumptive use of water for a crop

A. Is measured as the volume of water per unit area
B. Is measured as depth of water on irrigated area
C. May be supplied partly by precipitation and partly by irrigation
D. All the above
Answer: _________
Question 203:

The ratio of the average load to the installed capacity of the plant whose reserve capacity is zero will be equal to

A. Load factor
B. Plant factor
C. Utilization factor
D. Both (A) and (B)
Answer: _________
Question 204:

The useful moisture of soil, is equal to its

A. Field capacity
B. Saturation capacity
C. Moisture content at permanent wilting point
D. Difference between filed capacity and permanent wilting point within the root zone of plants
Answer: _________
Question 205:

The uplift pressure on the roof of an inverted syphon, is maximum when

A. Drain in running dry
B. Canal is running dry
C. Canal is running with F.S.L.
D. Drain is running with H.F.L.
Answer: _________
Question 206:

The water face of the guide banks, is protected by

A. One men stone pitching
B. Two man stone pitching
C. Three man stone pitching
D. Four man stone pitching
Answer: _________
Question 207:

The length and width of a meander and also the width of the river, vary roughly as

A. Square root of the discharge
B. Discharge
C. Square of the discharge
D. Cube of the discharge
Answer: _________
Question 208:

Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey’s theory will be

A. 19m
B. 38m
C. 57m
D. 76m
Answer: _________
Question 209:

A counter berm is

A. A horizontal benching provided on the inside slope
B. A horizontal benching provided on the outside slope
C. A vertical benching provided on the outer edge of the bank
D. A vertical benching provided on the inner edge of the bank
Answer: _________
Question 210:

The uplift pressure on the face of a drainage gallery in a dam is taken as

A. hydrostatic pressure at toe
B. average of hydrostatic pressure at toe and heel
C. two-third of hydrostatic pressure at toe plus one-third of hydrostatic pressure at heel
D. none of the above
Answer: _________
Question 211:

A deep well

A. is always deeper than a shallow well
B. has more discharge than a shallow well
C. is weaker structurally than a shallow well
D. both (A) and (B)
Answer: _________
Question 212:

The most suitable section of a lined canal, is

A. Triangular section with circular bottom for small canals
B. Trapezoidal section with rounded corners for large canals
C. Both (A) and (B)
D. None of these
Answer: _________
Question 213:

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

A. only (i)
B. both (i) and (ii)
C. both (i) and (iii)
D. (i), (ii) and (iii)
Answer: _________
Question 214:

If the risk of a flood occurring in the next 10 years is accepted to 10%, then the return period for design should be

A. 1 + 0.9°10
B. 1 - 0.9°10
C. $$frac{1}{{1 - {{0.9}^ circ }10}}$$
D. $$frac{1}{{1 + {{0.9}^ circ }10}}$$
Answer: _________
Question 215:

The width of a meander belt is the transverse distance between

A. Apex point of one curve and apex point of the reserve curve
B. Apex point and the crossing
C. Two banks of meandering river
D. None of these
Answer: _________
Question 216:

The ratio of average values of shear stresses produced on the bed and the banks of a channel due to flowing water is

A. less than 1
B. equal to 1
C. greater than 1
D. equal to zero
Answer: _________
Question 217:

The kor depth for rice is 190 mm and kor period is 14 days. The outlet factor for this will be

A. 637 hectares/m 3 /sec
B. 837 hectares/m 3 /sec
C. 972 hectares/m 3 /sec
D. 1172 hectares/m 3 /sec
Answer: _________
Question 218:

The main function of a diversion head works of a canal from a river, is

A. To remove silt
B. To control floods
C. To store water
D. To raise water level
Answer: _________
Question 219:

The amount of irrigation water required to meet the evapotranspiration needs of the crop during its full growth is called

A. effective rainfall
B. consumptive use
C. consumptive irrigation requirement
D. net irrigation requirement
Answer: _________
Question 220:

For wave action in dams, the maximum height of freeboard is generally taken to be equal to (where hw is height of wave.)

A. 0.5 hw
B. 0.75 hw
C. 1.25 hw
D. 1.50 hw
Answer: _________
Question 221:

The intensity of irrigation means

A. Percentage of culturable commanded area to be irrigated annually
B. Percentage of gross commanded area to be irrigated annually
C. Percentage of the mean of culturable commanded area and the gross commanded area to be irrigated annually
D. Total depth of water supplied by the number of waterings
Answer: _________
Question 222:

In a barrage, the crest level is kept

A. Low with large gates
B. High with large gates
C. High with no gates
D. Low with no gates
Answer: _________
Question 223:

Bligh's theory of seepage assumes

A. Equal weightage to the horizontal and vertical creep
B. More weightage to horizontal creep than vertical creep
C. Less weightage to horizontal creep than vertical creep
D. Loss of head follows the sine curve
Answer: _________
Question 224:

If B and d are the bed width and depth of a channel in meters, the combined losses due to evaporation and seepage in cumecs per kilometer length of the channel, is

A. $$frac{1}{{50}} imes {left( {{ ext{B}} + { ext{d}}} ight)^{frac{2}{3}}}$$
B. $$frac{1}{{100}} imes {left( {{ ext{B}} + { ext{d}}} ight)^{frac{2}{3}}}$$
C. $$frac{1}{{150}} imes {left( {{ ext{B}} + { ext{d}}} ight)^{frac{2}{3}}}$$
D. $$frac{1}{{200}} imes {left( {{ ext{B}} + { ext{d}}} ight)^{frac{2}{3}}}$$
Answer: _________
Question 225:

As compared to crest of the normal portion of the weir, the crest of the under sluice portion of weir is kept at

A. lower level
B. higher level
C. same level
D. any of the above depending on the design
Answer: _________
Question 226:

The runoff increases with

A. increase in intensity of rain
B. increase in infiltration capacity
C. increase in permeability of soil
D. all of the above
Answer: _________
Question 227:

A runoff river plant is

A. a low head scheme
B. a medium head scheme
C. a high head scheme
D. none of the above
Answer: _________
Question 228:

The ratio of the quantity of water stored in the root zone of the crops to the quantity of water actually delivered in the field is known as

A. water conveyance efficiency
B. water application efficiency
C. water use efficiency
D. none of the above
Answer: _________
Question 229:

Infiltration is the

A. movement of water through the soil
B. absorption of water by soil surface
C. both (A) and (B)
D. none of the above
Answer: _________
Question 230:

Which of the following is a flexible outlet ?

A. submerged pipe outlet
B. Kennedy’s gauge outlet
C. Gibb’s outlet
D. none of the above
Answer: _________
Question 231:

Vertical drop fall is satisfactory for a height upto

A. 0.5 m
B. 1.5 m
C. 3.5 m
D. 5.0 m
Answer: _________
Question 232:

The area between the isohyets 45 cm and 55 cm is 100 square km and between 55 cm and 65 cm is 150 square km. The average depth of annua! precipitation over the above basin of 250 square km will be

A. 50 cm
B. 55 cm
C. 56 cm
D. 60 cm
Answer: _________
Question 233:

Which of the following canal outlets maintains a constant discharge ?

A. non-modular outlet
B. flexible outlet
C. rigid module
D. none of the above
Answer: _________
Question 234:

The normal annual precipitation at stations X, A, B and C are 700 mm, 1000 mm, 900 mm and 800 mm respectively. If the storm precipitation at three station A, B and C were 100 mm, 90 mm and 80 mm respectively, then the storm precipitation for station X will be

A. 70mm
B. 80mm
C. 90 mm
D. 105 mm
Answer: _________
Question 235:

The level of the floor of a syphon aqueduct can be obtained

A. By subtracting the depth of the culvert from the canal bed level
B. By subtracting the thickness of culvert plus the depth of the culvert from the canal bed level
C. Both (A) and (B)
D. None of these
Answer: _________
Question 236:

F.S.L. of a canal at its head with respect to parent channel is kept

A. At the same level
B. 15 cm lower
C. 15 cm higher
D. None of these
Answer: _________
Question 237:

The ratio of the head recovered to the head put in, is known as

A. Efficiency
B. Sensitivity
C. Flexibility
D. Modular limit
Answer: _________
Question 238:

Pick up the incorrect statement from the following

A. Side walls of a venturi head flume are splayed out from the end of the throat at 1 : 10 for a length of 4.5 m
B. Length of side walls should be such that the width of the flume is made equal to $${frac{2}{3}^{{ ext{rd}}}}$$ the bed width of the distributary
C. Once the width of the flume becomes $${frac{2}{3}^{{ ext{rd}}}}$$ of the width of the distributary, the splayed walls are increased to 1 in 3 to get full bed width
D. None of these
Answer: _________
Question 239:

According to Khosla, the exits gradient of surface flow

A. Depends upon the $$frac{{ ext{b}}}{{ ext{d}}}$$ ratio
B. Is independent of the $$frac{{ ext{b}}}{{ ext{d}}}$$ ratio
C. Is independent of the depths of $$frac{{ ext{b}}}{{ ext{s}}}$$ cut off walls
D. None of these
Answer: _________
Question 240:

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

A. straight drop spillway
B. shaft spillway
C. chute spillway
D. ogee spillway
Answer: _________
Question 241:

Assertion A : To estimate the rainfall over a catchment, the number of raingauges required per unit area is large for hilly areas. Reason R : Rainfall gradient is steep. Select your correct answer according to the coding system given below :

A. Both A and R are true and R is the correct explanation of A
B. Both A and R are true but R is not the correct explanation of A
C. A is true but R is false
D. A is false but R is true
Answer: _________
Question 242:

River training for depth is achieved by

A. groynes
B. construction of dykes or leavees
C. both (A) and (B)
D. groynes and bandalling
Answer: _________
Question 243:

For designing the venturi head,

A. Width of the throat should not be less than one-third of the bed width of main canal
B. Length of the throat should be 2.5 times the depth measured to F.S.L. in the main canal
C. Minimum throat width should not be less than 60 cm
D. All the above
Answer: _________
Question 244:

For the stability of a structure against seepage pressure according to Khosla's creep theory, the critical gradient is

A. Zero
B. 0.25
C. 0.50
D. 1.00
Answer: _________
Question 245:

If the intensity of rainfall is more than the infiltration capacity of soil, then the infiltration rate will be

A. equal to rate of rainfall
B. equal to infiltration capacity
C. more than rate of rainfall
D. more than infiltration capacity
Answer: _________
Question 246:

A hydraulic jump is generally formed when a stream moving with

A. A hyper-critical velocity meets a stream moving with a critical velocity
B. A hyper-critical velocity meets a stream moving with a hyper-critical velocity
C. A hyper-critical velocity meets a stream moving with a sub-critical velocity
D. A sub-critical velocity meets a stream moving with a hyper-critical velocity
Answer: _________
Question 247:

Hydrodynamic pressure due to earthquake acts at a height of (where H is the depth of water)

A. $$frac{{3{ ext{H}}}}{{4pi }}$$ above the base
B. $$frac{{3{ ext{H}}}}{{4pi }}$$ below the water surface
C. $$frac{{4{ ext{H}}}}{{3pi }}$$ above the base
D. $$frac{{4{ ext{H}}}}{{3pi }}$$ below the water surface
Answer: _________
Question 248:

The maximum permissible eccentricity for no tension at the base of a gravity dam is

A. $$frac{{ ext{B}}}{2}$$
B. $$frac{{ ext{B}}}{3}$$
C. $$frac{{ ext{B}}}{4}$$
D. $$frac{{ ext{B}}}{6}$$
Answer: _________
Question 249:

The major resisting force in a gravity dam is

A. water pressure
B. wave pressure
C. self-weight of dam
D. uplift pressure
Answer: _________
Question 250:

Which of the following spillways is least suitable for an earthen dam ?

A. ogee spillway
B. chute spillway
C. side channel spillway
D. shaft spillway
Answer: _________
Question 251:

Coefficient of discharge of an ogee spillway

A. depends on depth of approach and upstream slope
B. depends on downstream apron interference and downstream submergence
C. remains constant
D. both (A) and (B)
Answer: _________
Question 252:

Trap efficiency of a reservoir is a function of

A. capacity/inflow ratio
B. capacity/outflow ratio
C. outflow/inflow ratio
D. none of the above
Answer: _________
Question 253:

Seepage through embankments in an earthen dam is controlled by

A. drainage filters
B. relief wells
C. drain trenches
D. provision of downstream berms
Answer: _________
Question 254:

A river is said to be of

A. Aggrading type if it builds up its bed to a certain slope
B. Degrading type if it cuts its bed to a certain slope
C. Meandering type if it flows in sinuous curve
D. All the above
Answer: _________
Question 255:

An artesian aquifer is the one where

A. water surface under the ground is at atmospheric pressure
B. water is under pressure between two impervious strata
C. water table serves as upper surface of zone of saturation
D. none of the above
Answer: _________
Question 256:

For a unique design of a channel by Kennedy's theory

A. Its breadth must only be known
B. Its depth must only be known
C. Its breadth and depth ratio must only be known
D. All the above
Answer: _________
Question 257:

The scour depth D of a river during flood, may be calculated from the Lacey's equation

A. D = 0.47 $$left( {frac{{ ext{Q}}}{{ ext{f}}}} ight)$$
B. D = 0.47 $${left( {frac{{ ext{Q}}}{{ ext{f}}}} ight)^{frac{1}{2}}}$$
C. D = 0.47 $${left( {frac{{ ext{Q}}}{{ ext{f}}}} ight)^{frac{1}{3}}}$$
D. D = 0.47 $${left( {frac{{ ext{Q}}}{{ ext{f}}}} ight)^{frac{2}{3}}}$$
Answer: _________
Question 258:

Unit of runoff in M.K.S. system is

A. cubic metre/sec
B. metre/sec
C. cubic metre
D. square metre
Answer: _________
Question 259:

Under the same conditions, which of the following shapes of water surface will give the highest rate of evaporation ?

A. flat water surface
B. convex water surface
C. concave water surface
D. independent of shape of water surface
Answer: _________
Question 260:

The main cause of meandering is

A. presence of an excessive bed slope in the river
B. degradation
C. the extra turbulence generated by the excess of river sediment during floods
D. none of the above
Answer: _________
Question 261:

According to Kennedy, the critical velocity (V 0 ) in meters in a channel is the mean velocity which keeps the channel free from silting or scouring. Its value is given by (where m is critical velocity ratio and D is the depth of the channel).

A. V 0 = 0.84 mD 0.64
B. V 0 = 0.55 mD 0.64
C. V 0 = 0.84 mD 0.54
D. V 0 = 0.55 mD 0.54
Answer: _________
Question 262:

The unit hydrograph due to a storm may be obtained by dividing the ordinates of the direct runoff hydrograph by

A. direct runoff volume
B. period of storm
C. total rainfall
D. none of the above
Answer: _________

Answer Key

1: D
2: C
3: C
4: D
5: D
6: A
7: B
8: A
9: B
10: C
11: C
12: A
13: C
14: D
15: B
16: B
17: B
18: D
19: C
20: C
21: C
22: A
23: C
24: B
25: B
26: B
27: C
28: N/A
29: D
30: A
31: C
32: D
Solution: Irrigation water is classified based on its sodium concentration relative to the concentrations of calcium and magnesium ions. The classification is determined by the sodium absorption ratio (SAR), which is calculated using the following formula: SAR = (Na ++ / √(Ca ++ + Mg ++ )) * 100 Given the concentrations provided: Na ++ = 20 meq/L Ca ++ = 3 meq/L Mg ++ = 1 meq/L Plugging these values into the SAR formula: SAR = (20 / √(3 + 1)) * 100 SAR ≈ (20 / √4) * 100 SAR ≈ (20 / 2) * 100 SAR ≈ 10 * 100 SAR ≈ 1000 According to the classification: SAR < 10: Low sodium water 10 ≤ SAR < 18: Medium sodium water 18 ≤ SAR < 26: High sodium water SAR ≥ 26: Very high sodium water Since the calculated SAR is approximately 100, the irrigation water falls into the category of very high sodium water .
33: B
34: C
35: D
36: B
Solution: In irrigation engineering, the difference in level between the top of a bank and the supply level in a canal is termed as the free board . This term refers to the vertical distance between the water level in the canal and the top of the embankment or bank. The free board provides a safety margin to prevent overflow or breach of the canal embankment during high water flow or flooding events.
37: D
38: B
39: A
40: C
41: C
42: A
43: D
44: D
45: D
46: A
47: D
48: B
49: D
50: D
51: B
Solution: A low weir fall is designed to maintain the depth of water across the fall section. In irrigation channels, a fall is used to lower the water level, but certain falls are constructed specifically to avoid excessive drop in water surface elevation. Low weir falls achieve this by providing a broad, low crest that ensures the upstream water level is kept nearly constant, thereby maintaining the depth of flow. On the other hand, notch falls (trapezoidal or rectangular) create a drop and cause a change in the depth of water, hence they do not maintain the depth. Therefore, among the options given, only Option B: A low weir fall maintains its depth effectively.
52: C
53: B
54: C
55: A
56: A
57: D
58: A
59: D
60: B
61: C
62: C
63: C
64: A
65: A
66: D
67: D, G, L
68: B
69: C
70: D
71: B
72: D
73: D
74: B
75: C
76: D
77: C
78: D
79: B
80: B
81: D
82: C
83: B
84: C
85: D
86: A
87: A
88: C
89: D
90: D
91: D
92: A
93: A
94: C
95: D
96: A, G
97: D
98: B
99: C
100: C
101: D
102: B
103: C
104: B
105: D
106: A
107: D
108: B
109: C
110: C
111: A
112: D
113: D
114: C
115: C
116: D
117: C
118: D
119: A
120: C
121: D
122: A
Solution: An aqueduct is a type of cross drainage work where the canal passes over the drainage. In this case, the R.L. (Reduced Level) of the canal bed is higher at 212.0 m compared to the high flood level of the drainage at 210.0 m. This difference in levels makes an aqueduct the appropriate structure, allowing the canal to safely cross above the drainage.
123: D
124: B
125: D
126: C
127: B
128: D
129: A
130: B
131: C
132: A
133: D
134: B
135: D
136: C
137: A
138: C
139: C
140: C
141: A
142: A
143: D
144: A
145: C
146: A
147: C
148: D
149: D
150: A
151: C
152: A
153: B
154: C
155: B
156: A
157: C
158: D, H, L, O
159: D
160: C
161: D
162: B
163: A
164: C
165: D
166: B
167: C
168: D
169: C
170: C
171: C
172: B
173: D
174: C
175: C
176: B
177: C
178: B
179: B
180: A
181: A
182: B
183: C
184: C
185: A
186: A
187: D
188: D
189: D
190: C
Solution: The main function of a divide wall is to separate the undersluices from the weir proper and provide a smooth flow of water by guiding it efficiently. It helps in: - Preventing crosscurrents and turbulence that may interfere with the proper functioning of the undersluices. - Controlling sedimentation by ensuring that silt-laden water flows towards the undersluices for easy disposal. - Protecting the structural integrity of the weir by minimizing the impact of high-velocity flows.
191: D
192: B
193: B
194: A
195: B
Solution: The correct answer is Permanent wilting point . In irrigation engineering , the term Permanent wilting point refers to the state of the soil when plants are unable to extract sufficient water for their needs. At this point, the soil moisture content is so low that plants wilt permanently, even if moisture is added to the soil. So, the sentence should read: "The state of the soil when plants fail to extract sufficient water for their requirements, is Permanent wilting point ."
196: A
197: C
198: B
199: B
Solution: Infiltration Rate =2/6=1/3cm/hr Infiltration=1/3*12=4cm Run-off= 10-4=6 cm
200: B
201: A
202: D
203: D
204: D
205: D
206: A
207: A
208: B
209: B
210: C
211: B
212: C
213: D
214: C
215: A
216: C
217: A
218: D
219: C
220: D
221: A
222: A
223: A
224: D
225: A
226: A
227: A
228: B
229: A
230: B
231: B
232: C
233: C
234: A
235: B
236: B
237: A
238: D
239: A
240: B
241: A
242: D
243: D
244: D
245: B
246: C
247: C
248: D
249: C
250: A
251: D
252: A
253: C
254: D
255: B
256: C
257: C
258: A
259: B
260: C
261: B
262: B
Solution: Understanding Unit Hydrographs: Imagine a unit hydrograph as the standard response of a watershed (an area of land where all water drains to a common outlet) to a unit depth of rainfall . It is a tool to predict how a river will react to rainfall. How is the unit hydrograph derived? To derive a unit hydrograph, we isolate the effect of rainfall from the direct runoff hydrograph (DRH) , which shows the flow in a river directly caused by rainfall. What do we divide by? We scale down the DRH to represent the response to a unit depth of rainfall . The steps are: 1. Divide the ordinates of the DRH (values at different times) by the period of the storm . 2. This ensures that the hydrograph ordinates correspond to a unit depth of rainfall excess for the specified duration. Why not the other options? - Direct Runoff Volume: While this shows the total runoff, dividing the DRH by volume does not yield a unit hydrograph. - Total Rainfall: Not all rainfall contributes to runoff
some is lost to infiltration and evaporation. - None of the above: This is incorrect because the correct method is dividing by the storm period. Correct Answer: Option B: Period of Storm