TERMS

149 flashcardsby MPLE
Study these flashcardsFree · spaced repetition · iPhone, Android, Mac & web

All cards

1
One of the following foundation conditions does not affect foundation settlement
  • Position of ground water table
  • Effect of Load to the foundation
  • Plasticity of the soil
  • Depth of founding footings
2
The fraction of soil passing which sieve number is used for Atterberg Limits tests of soils
  • 30
  • 50
  • 60
  • 40
3
A line joining the points of elevation of water in a series of vertical open pipes rising from a pipeline in which water flows under pressure is referred to as
  • Hydraulic Loss
  • Hydraulic Jump
  • Hydraulic Gradient
  • Hydraulic Head
4
When the path of lines of the individual particles of flowing liquid are irregular curves and continually cross each other and form a complicated network, the flow is called _______.
  • Laminar
  • Uniform
  • Continous
  • Turbulent
5
Which of the following is not a component of the soil mass
  • None on the list
  • Organic Matter
  • Minerals
  • Gas
6
An ideal liquid has the characteristics of
  • same as gas
  • frictionless and incompressible
  • inviscid
  • perfectly elastic
7
The force of attraction between particles of the same materials
  • Cohesion
  • Adhesion
  • Capillary Action
  • Surface Tension
8
Density of water is maximum at
  • 100°C
  • 0°C
  • 4°C
  • 20°C
9
Property of a fluid by which its own molecules are attracted is called ________.
  • viscocity
  • surface tension
  • cohesion
  • adhesion
10
Property of a fluid by which molecules of different kinds of fluids are attracted to each other is called __________.
  • adhesion
  • viscosity
  • cohesion
  • surface tension
11
The normal stress in a fluid will be constant in all directions at a point only if _________.
  • it has zero viscosity
  • it is frictionless
  • it is at rest
  • it is incompressible
12
A manometer is a device used to measure:
  • velocity of flow in channels
  • fluid pressure in pipes
  • atmospheric pressure
  • low pressure
13
Specific weight of sea water is more that of pure water because it contains
  • dissolved air
  • suspended matter
  • all of the these
  • dissolved salt
14
Free surface of a liquid tends to contract to the smallest possible area due to force of
  • cohesion
  • friction
  • surface tension
  • viscosity
15
If the ground water table in the soil formation rises as a resulting of flooding, the bearing capacity of the soil
  • depends on the footing load
  • decreases
  • unaffected
  • increases
16
A liguid would wet the solid, if adhesion forces as compared to cohesion forces are
  • more
  • less at low temperature
    and more at
    high temperature
  • equal
  • less
17
Barometer is used to measure
  • pressure in pipes, channels, etc.
  • very low pressure
  • difference of pressure between two points
  • atmospheric pressure
18
Manometer is used to measure
  • very low pressure
  • atmospheric pressure
  • pressure in pipes, channels, etc.
  • velocity in pipes
19
If cohesion between molecules of a fluid is greater than adhesion between fluid and glass, then the free level of fluid in a dipped glass tube will be
  • unpredictable

  • lower than the surface of liquid
  • higher than the surface of liquid

  • the same as the surface of liquid
20
When a fluid is subjected to resistance, it undergoes a volumetric change due to
  • Cohesion
  • Adhesion
  • Compressibility
  • Strain
21
One of the following foundation conditions does not affect the bearing capacity of the supporting soil
  • position of ground water table
  • unit weight of the soil
  • load imposed onto the soil
  • depth of founding of footings
22
Liquids transmit pressure equally in all the directions. This is according to ________.
  • Boyle’s law
  • Newton’s formula
  • Archimedes principle
  • Pascal’s law
23
What is the largest grain that passes a no. 200 sieve in millimeter?
  • 0.020
  • 0.074
  • 0.0054
  • 0.064
24
The rise or depression of liquid in a tube due to surface tension with an increase in size of tube will ________.
  • decrease
  • increase
  • may increase or decrease depending on the characteristics of
    liquid
  • remain unaffected
25
Section 302.2.2 of the National Structural Code of the Philippines provides that the slope of cut surfaces of the ground shall be no steeper than is safe for the intended use and shall be no steeper that:
  • 1 to 2
  • 1 to 1
  • 1 to 3
  • 1 to 1.5
26
Mercury is often used in barometer because
  • B. the height of barometer will be less
  • A. it is the best liquid
  • D. both (b) and (c)
  • C. its vapor pressure is so low that it
    may be neglected
27
In a rotating vessel containing water, what is the relationship between the height of the rise at the sides and the depth of the depression at the center?
  • The rise at the sides is less than the depression at the center
  • The rise at the sides is equal to the depression at the center
  • The rise at the sides is greater than the depression at the center
  • There is no consistent relationship between the rise at the side and the depression at the center
28
The point in the immersed body through which the resultant pressure of the liquid may be taken to act is known as
  • center of buoyancy
  • metacenter
  • center of pressure
  • center of gravity
29
Which of the following is the correct relation between centroid (cg) and the center of pressure (cp) of a plane submerged in a liquid?
  • cg is either at cp or below it
  • cp is always below cg
  • cg is always below cp
  • cp is either at cg or below it
30
The fraction of soils passing which sieve number is used for Atterberg Limits tests of soils
  • 60
  • 30
  • 40
  • 50
31
The total pressure force on a plane area
is equal to the area multiplied by the
intensity of pressure at the centroid, if
  • the area is horizontal
  • the area is inclined
  • all of the these
  • the area is vertical
32
In open channel flow, which cross-sectional shape is considered the most hydraulically efficient for a given flow area?
  • semi-circular
  • trapezoidal
  • rectangular
  • triangular
33
Choose the wrong statement
  • The vertical component passes through the center of pressure of the volume
  • The horizontal component of the hydro-static force on any surface is equal to the normal force on the vertical projection of the surface
  • The vertical component of the hydrostatic force on any surface is equal to the weight of the volume of the liquid above the area
  • The horizontal component acts through the center of pressure for the vertical projection
34
Center of pressure on an inclined plane is
  • at the centroid
  • above the centroid
  • at metacenter
  • below the centroid
35
Minor losses through valves, fittings, bends, contractions etc. are commonly
modeled as proportional to:
  • velocity head
  • static head
  • total head
  • pressure drop
36
Which term best describes a flow where the average velocity remains constant along its complete length?
  • steady flow
  • continuous flow
  • laminar flow
  • uniform flow
37
The best hydraulic cross section for a trapezoidal channel of base width b is one for which the length of the side edge of the flow section is:
  • b/2
  • 2b
  • $\sqrt{3} b$
  • b
38
Can center of pressure for a vertical plane submerged surface be ever be above center of gravity?
  • No
  • Yes
  • It can be above in cases where the surface height is very large
  • None of the mentioned
39
In a vertically submerged plane surface, pressure at every point remains same.
  • False
  • True
40
For an inclined plate the pressure intensity at every point differs.
  • False
  • True
41
When the path lines of the individual particles of a flowing liquid are irregular curves and continually cross each other and form a complicated network, the flow is called:
  • laminar
  • turbulent
  • continuous
  • uniform
42
The magnitude of total pressure and center of pressure is independent on the shape of the submerged plane surface.
  • True
  • False
43
What is the variation of total pressure with depth for any submerged surface if we neglect variation in the density?
  • Logarithmic
  • Parabolic
  • Curvilinear
  • Linear
44
The resultant upward pressure of a fluid on a floating body is equal to the weight of the fluid displaced by the body. This definition is according to ___________.
  • Archimedes’ principle
  • Equilibrium of a floating body
  • Metacentric principle
  • Bernoulli’s theorem
45
Type of flow where the flow rate does not change over time.
  • steady flow
  • continuous flow
  • laminar flow
  • uniform flow
46
Uninterrupted flow in a fluid near a solid boundary in which the direction of flow at every point remains constant:
  • continuous flow
  • uniform flow
  • steady flow
  • laminar flow
47
Type of flow where the flow rate does not change over time.
  • laminar flow
  • steady flow
  • uniform flow
  • continuous flow
48
The resultant upward pressure of the fluid on an immersed body is called

  • upthrust
  • all the these
  • center of pressure
  • buoyant force
49
Type of flow where at any time, the discharge or flow rate at every section of the stream is the same.
  • continuous flow
  • uniform flow
  • steady flow
  • critical flow
50
Type of flow in which, for a fixed rate of flow, the specific energy is minimum.
  • critical flow
  • steady flow
  • subcritical flow
  • continuous flow
51
Type of flow where the mean velocity of flow for a given length or reach is the same at every cross section.
  • steady flow .
  • uniform flow
  • laminar flow
  • continuous flow
52
Type of flow in which the density of the fluid is constant from one point to another.
  • compressible flow
  • steady flow
  • incompressible flow
  • continuous flow
53
What is the principal cause of action of buoyant force on a body submerged partially or fully in fluid?
  • Displacement of fluid due to submerged body
  • None of the mentioned
  • Development of force due to dynamic action
  • Internal shear forces mitigating external forces
54
Type of flow in which the fluid particles rotate about their own axis while flowing along the streamlines.
  • rotational flow
  • irrotational flow
  • steady flow
  • incompressible flow
55
The center of gravity of the volume of the liquid displaced by an immersed body is called
  • metacenter
  • center of buoyancy
  • center of gravity
  • center of pressure
56
Uninterrupted flow in a fluid near a solid boundary in which the direction of flow at every point remains constant
  • continuous flow
  • uniform flow
  • laminar flow
  • steady flow
57
Type of flow where at any time, the discharge or flow rate at every section of the stream is the same.
  • steady flow
  • uniform flow
  • continuous flow
  • critical flow
58
The horizontal component of buoyant force is
  • zero
  • same as buoyant force
  • none of the above
  • negligible
59
The line of action of the buoyant force acts through the
  • center of gravity of any submerged body
  • center of the volume of floating body
  • centroid of the displaced volume of fluid
  • centroid of the volume of fluidvertically above the body
60
Choose the wrong statement
  • any weight, floating or immersed in a liquid, is acted upon by a buoyant force
  • Buoyant force is equal to the weight of the liquid displaced
  • The point through which buoyant force acts, is called the center of buoyancy
  • Center of buoyancy is located above the center of gravity of the displaced liquid
61
According to the principle of buoyancy a body totally or partially immersed in a fluid will be lifted up by a force equal to
  • weight of the fluid displaced by the body
  • the weight of the body
  • more than the weight of the body
  • less than the weight of the body
62
How can relatively denser object be made to float on the less dense fluid?
  • By altering the shape
  • By altering the shear forces acting on the object
  • By altering the forces acting on the object
  • None of the mentioned
63
The conditions for the stable equilibrium of a floating body are
  • a righting couple should be formed
  • the metacenter should lie above the center of gravity
  • the center of buoyancy and the center of gravity must lie on the same vertical line
  • all the these
64
Metacentric height is given as the distance between
  • the center of gravity of the body and the meta center
  • the center of gravity of the body and the center of pressure
  • center of buoyancy and metacenter
  • the center of gravity of the body and the center of buoyancy
65
Metacenter is the point of intersection of

  • vertical upward force through cg of body and center line of body
  • midpoint between c.g. and center of buoyancy
  • all of the these
  • buoyant force and the center line of body
66
When a body floating in a liquid, is displaced slightly, it oscillates about
  • metacenter
  • center of pressure
  • cg of body
  • center of buoyancy
67
When the ship’s metacenter and center of gravity coincide at same point then the vessel is said to be in
  • stable equilibrium
  • equilibrium
  • unstable equilibrium
  • neutral equilibrium
68
Energy gradient line takes into consideration
  • kinetic and pressure heads only
  • potential, kinetic and pressure heads
  • potential and kinetic heads only
  • potential and pressure heads only
69
Hydraulic gradient line takes into consideration
  • kinetic and pressure heads only
  • potential, kinetic and pressure heads
  • potential and kinetic heads only
  • potential and pressure heads only
70
Which of the following is true?
  • EGL always remains constant in the direction of flow
  • EGL always drops in the direction of flow
  • EGL always rises in the direction of flow
  • EGL may or may not change in the direction of flow
71
Which of the following is true?
  • HGL will never be under EGL
  • HGL will never be above EGL
  • HGL will never coincide with EGL
  • HGL will may or may not be above EGL
72
The vertical intercept between EGL and HGL is equal to
  • kinetic head
  • pressure head
  • potential head
  • piezometric head
73
The slope of HGL will be
  • independent of that of EGL for a pipe of uniform cross-section
  • greater than that of EGL for a pipe of uniform cross-section
  • smaller than that of EGL for a pipe of uniform cross-section
  • equal than that of EGL for a pipe of uniform cross-section
74
Equation of continuity is based on the principle of conservation of
  • momentum
  • energy
  • mass
  • none of the above
75
Bernoulli’s equation deals with the law of conservation of
  • mass
  • work
  • momentum
  • energy
76
All the terms of energy in Bernoulli’s equation have dimension of
  • energy
  • length
  • work
  • mass
77
The losses of energy in pipes due to
  • Friction of surface
  • All of these
  • Any obstruction in the path of flow
  • Sudden enlargement or contraction of area
78
The major loss of energy in long pipes is due to
  • gradual contraction or enlargement
  • friction
  • sudden enlargement
  • sudden contraction
79
Which one of the following is a major loss?
  • entry loss
  • exit loss
  • shock loss
  • frictional loss
80
Minor losses occur due to
  • sudden contraction in the pipe
  • sudden enlargement in the pipe
  • all of the these
  • bends in pipe
81
Minor losses do not make any serious
effect in
  • cannot say
  • long pipes
  • both the short as well as long pipes
  • short pipes
82
In series — pipe problems
  • the head loss is same through each pipe
  • the discharge is same through each pipe
  • the discharge through each pipe is added to obtain total discharge
  • a trial solution is not necessary
83
Which of the following conditions is valid in the case of flow through parallel pipes?
  • The rate of discharge in the main line is equal to the sum of discharges in each of the parallel pipes
  • The rate of discharge in the main line is not equal to the sum of the discharges in each of the parallel pipes
  • The loss of head in each parallel pipe is different
  • The velocity of flow in the main line is equal to the sum of the velocities in each of the parallel pipes
84
Two pipe systems are said to be equivalent when
  • length and diameter
    are same in two systems
  • friction factor and
    length are same in two systems
  • length of pipe and
    discharge are same in two systems
  • head loss and discharge
    are same in two systems
85
The ratio of absolute viscosity to mass density is known as
  • specific viscosity
  • coefficient of viscosity
  • viscosity index
  • kinematic viscosity
86
The magnitude of water hammer effect in a pipe depends on
  • length of the pipe
  • speed at which the valve is closed
  • elastic properties of the pipe material
  • all of the these
87
The phenomenon of water hammer takes place in pipes
  • when fluid is moving with high head
  • when water is suddenly accelerated by opening the valve
  • when pressure is reduced to zero
  • when fluid is suddenly brought to rest by closing the valve
88
Water hammer pressure can be considerably reduced using
  • rapid closing valves
  • none of the avalves
  • slow closing valves
  • both slow and rapid closing valves
89
The ratio of inertia force and gravitational force is called as ________.
  • Euler’s number
  • Stoke's number
  • Froude’s number
  • Reynold's number
90
Which geometric parameter determines the efficiency of the channel?
  • Normal depth
  • Hydraulic radius
  • Hydraulic depth
  • Section factor
91
For a channel to be economic which
of the following parameters should
be minimum?
  • Section factor
  • Hydraulic depth
  • Wetted area
  • Wetted perimeter
92
What is the depth of flow in case most economical circular section considering maximum velocity?
  • 0.71D
  • 0.91D
  • 0.61D
  • 0.81D
93
Differential manometer is used to
measure
  • Pressure in pipes, channels etc.
  • Difference of pressure between two points
  • Atmospheric pressure
  • Very low pressure
94
Non uniform flow occurs when
  • Velocity, depth, pressure, etc. change from point to point in the fluid flow
  • The fluid particles move in plane or parallel planes and the streamline patterns are identical in each plane
  • The velocity of successive fluid particles, at any point, is the same at successive periods of time
  • The direction and magnitude of the velocity at all points are identical
95
When a tube of smaller diameter is dipped in water, the water rises in the tube with an upward __________ surface.
  • Convex
  • None of these
  • Concave
  • Plane
96
The tendency of a liquid surface to contract is due to the following property
  • Surface tension
  • Viscosity
  • Adhesion
  • Cohesion
97
The pressure measured with the help of a pressure gauge is called _______.
  • Absolute pressure
  • Atmospheric pressure
  • Mean pressure
  • Gauge pressure
98
Capillary action is due to the ________.
  • Adhesion of the liquid molecules and the molecules on the surface of a solid
  • All of these
  • Surface tension
  • Cohesion of the liquid
99
The intensity of pressure on an immersed surface with the increase in depth
  • Decreases
  • Increases
  • None of these
  • Does not change
100
Free surface of a liquid behaves like, a sheet and tends to contract to smallest possible area due to the __________.
  • Force of cohesion
  • Force of friction
  • Force of adhesion
  • Force of diffusion
101
The hydraulic gradient line lies over the centre line of the pipe by an amount equal to the
  • Pressure head - velocity head
  • Pressure head
  • Velocity head
  • Pressure head + velocity head
102
The rise of the liquid along the walls of a revolving cylinder above the initial level, is
  • lesser than the depression of the liquid at the axis of rotation
  • the same as the depression of the liquid at the axis of rotation
  • none of these
  • greater than the depression of the liquid at the axis of rotation
103
A pressure surge or wave caused when a fluid in motion is forced to stop or change direction suddenly (momentum change) is referred to in hydraulics as:
  • hydraulic jump
  • potential head
  • water hammer
  • hydrodynamics
104
A type of shock where the flow undergoes a sudden transition from swift flow to tranquil flow.
  • water hammer
  • celerity
  • non-uniform flow
  • hydraulic jump
105
A fluid property that measures the fluid’s resistance to shear stress.
  • bulk modulus of elasticity
  • density
  • surface tension
  • viscosity
106
The weight per unit volume of a liquid at a standard temperature and pressure is called:
  • specific weight
  • none of the above
  • mass density
  • specific gravity
107
The continuity equation is based on the principle of:
  • conservation of momentum
  • conservation of enegy
  • conservation of mass
  • conservation of force
108
When a valve is suddenly closed on a liquid flowing through a long pipe, the pressure wave of high intensity thus generated is known as:
  • flow hammer
  • jet hammer
  • water hammer
  • pressure wave
109
Which property of the fluid accounts for the major losses in pipes?
  • compressiblity
  • density
  • viscocity
  • specific gravity
110
An open vessel of water is accelerated up an inclined plane. The free water surface will
  • be horizontal
  • make an angle opposite direction to inclination of inclined plane
  • any of the choices is possible
  • make an angle in direction of inclination of inclined plane
111
The horizontal to vertical side slope in case of Cipolletti weir?
  • 1:2
  • 1:1
  • 4:1
  • 1:4
112
The horizontal component of the force on a curved surface is equal to
  • product of pressure at its centroid and the area
  • force on a vertical projection of the curved surface
  • weight of liquid vertically below the curved surface
  • weight of liquid retained by the curved area
113
For the most economical trapezoidal open channel,
  • all of these
  • the hydraulic radius must be equal to half the depth of flow
  • half of the top width must be equal to one of the sloping sides
  • the semicircle drawn with top width as diameter must touch the three side of the channel
114
Gauge pressure is
  • absolute pressure - atmospheric pressure
  • none of these
  • atmospheric pressure - absolute pressure
  • absolute pressure + atmospheric pressure
115
In flow, the liquid particles may possess
  • potential energy
  • kinetic energy
  • pressure energy
  • all of these
116
For most economical rectangular section of a channel, the depth is kept
  • none of these
  • half the width
  • three times the hydraulic radius
  • one-fourth of the width
117
A line joining the points of highest elevation of water in a series of vertical open pipes rising from a pipeline in which water flows under a pressure is referred to as
  • Hydraulic head
  • Energy head
  • Energy gradient
  • Hydraulic gradient
118
They are used to measure pressure heads in pipes where the liquid is in motion.
  • Venturi meter
  • Manometer
  • Piezometer
  • Pitot tube
119
A bent (L-shaped or U-shaped) with both ends open and is used to measure the velocity of fluid flow or velocity of air flow as used in airplane speedometer.
  • Manometer
  • Venturi meter
  • Piezometer
  • Pitot tube
120
An instrument mainly used in measuring the discharge through pipes.
  • Piezometer
  • Manometer
  • Venturi meter
  • Pitot tube
121
A type of shock where the flow undergoes a sudden transition
  • turbulence
  • hydraulic jump
  • tranquil shock
  • oh shocks
122
Ratio of volume of voids and volume soil.
  • Porosity
  • Degree of Saturation
  • Void Ratio
  • None of the mention
123
Ratio of volume of voids and volume of soil solids
  • Porosity
  • Degree of Saturation
  • None of the mention
  • Void Ratio
124
Ratio of volume of water and volume of soil
  • Porosity
  • Void Ratio
  • None of the Above
  • Degree of Saturation
125
Which is true for porosity?
  • 0 < n
  • 0 ≤ n ≤ 100
  • 0 ≤ n
  • 0 < n < 100
126
Which is true for void ratio?
  • 0 < e
  • 0 ≤ e
  • 0 < e < 100
  • 0 ≤ e ≤ 100
127
Which is true for degree of saturation?
  • 0 < S < 100
  • 0 ≤ S ≤ 100
  • 0 ≤ S
  • 0 < S
128
Water content of soil can
  • Never be greater than 100%
  • Take values only from 0% to 100%
  • Be less than 0%
  • Be greater than 100%
129
What is soil in civil engineering?
  • The material in a relatively thin surface zone within roots
  • The unaggregated and uncemented deposits of minerals and organic particles covering the earth's crust
  • The substance existing on the earths surface, which grows and develops plants
  • None of the mention
130
A process by which water-saturated soil sediment temporarily loss strength and acts as a fluid
  • Consolidation
  • Settlement
  • Plasticity
  • Liquefaction
131
Volume change in saturated soils caused by the expulsion of pore water from loading?
  • Initial Consolidation
  • Primary Consolidation
  • Secondary Consolidation
  • None of the mention
132
Negative skin friction on piles.
  • Is caused due to relative settlement of the soil
  • Is caused in soft clays
  • Decreases the pile capacity
  • All of the mention
133
Which of the following methods is best suited for determination of permeability of fine-grained soils?
  • Constant Head Method
  • Falling Head Method
  • Both of the method
  • None of the method
134
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as
  • Wet of OMC and Dry of OMC
  • Dry of OMC and Wet of OMC
  • Wet of OMC and Wet of OMC
  • Dry of OMC and Dry of OMC
135
Pick up the incorrect statement from the following:
  • Compaction has no effect on the structure of a soil
  • Permeability decreases with increase in the dry density of a compacted soil
  • A wet side compacted soil’ is more compressible than a dry side compacted soil
  • Dry side compaction soils swell more when given access to moisture
136
A decrease in water content results in a reductioh of the volume of soil in
  • Liquid state
  • Plastic state
  • Semi-solid state
  • All of these
137
The water content in a soil sample when it continues to loose weight without loosing the volume, is called
  • Shrinkage Limit
  • Plastic Limit
  • Liquid Limit
  • Semi-Solid Limit
138
The admixture of coarser particles like sand or silt to clay causes
  • Decrease in liquid limit and increase in plasticity index
  • Decrease in liquid limit and no change in plasticity index
  • Decrease in both liquid limit and plasticity index
  • Increase in both liquid limit and plasticity index
139
An index used to identify the swelling potential of clay soils is called
  • Plasticity Index
  • Liquidity Index
  • Consistency Index
  • Activity
140
The property of a soil which permits water to percolate through it
  • Moisture content
  • Permeability
  • Capillarity
  • None of these
141
Which of the following methods is best suited for determination of permeability of coarse-grained soils
  • Constant head method
  • Falling head method
  • Both of the Method
  • None of the Method
142
Terzaghi's bearing capacity factors Nc, Nq and Ny are functions of
  • Cohesion only
  • Angle of internal friction only
  • Both cohesion and angle of internal friction
  • None of the above
143
Coefficient of earth pressure at rest is
  • Less than active earth pressure but greater than passive earth
  • Greater than active earth pressure but less than passive earth pressure
  • Greater than both the active earth pressure and passive earth pressure
  • Less than both the active and passive earth pressures
144
The average coefficient of permeability of natural deposits
  • Parallel to stratification is always greater than that perpendicular to stratification
  • Parallel to stratification is always less than that perpendicular to stratification
  • Is always same in both directions
  • Parallel to stratification may or may not be greater than that perpendicular to stratification
145
The quantity of seepage of water through soils is proportional to,
  • A) Coefficient of permeability of soil
  • B) Total head loss through the soil
  • Neither A nor B
  • Both A and B
146
The critical exist gradient of seepage water in soils, increases with
  • A) An increase in specific gravity
  • B) A decrease in specific gravity
  • C) A decrease in void ratio
  • Both A and C
147
An overflow structure built across an open channel for the purpose of measuring the flow
  • Embankment
  • Weir
  • Riprap
  • Dam
148
Is the name given to the behaviour of the liquid in a thin bored tube
  • Capillarity
  • Surface Tension
  • Viscocity
  • Meniscus
149
The section on the jet where the contraction ceases is called the
  • vena contracta
  • vena contrata
  • superior vena cava
  • vena canton
Study all 149 cards for free