Terms I Flashcards

1
Q

An instrument to measure the density of oils.

A

Acrometer

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2
Q

A semi liquid mass removed from the liquid flow of sewage
and subjected to aeration and aerobic microbial action: the
end product is dark to golden brown, partially decomposed,
granular and flocculent and has an earth odor when fresh.

A

Activated sludge

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3
Q

A fluid property which refers to the attractive force between
its molecules and any solid substance with which they are in
contact.

A

Adhesion

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4
Q

Soil formed from wind transported soil material.

A

Aeolian Soil

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5
Q

A concrete, steel or fiberglass tank in which sewage effluent
is brought into contact with dissolved oxygen and flocs in
the activated-sludge process.

A

Aeration tank

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6
Q

A self-recording instrument used on aircraft for the
simultaneous recording of atmospheric pressure,
temperature and humidity.

A

Aerometeorograph

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7
Q

An instrument to ascertain the weight or density of air or
other gases.

A

Aerometer

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8
Q

A device for measuring the proportion of the total volume of the soil which is occupied by air.

A

Air Picnometer

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9
Q

A barometer with no liquid: _ is used
for measuring the pressure of the atmosphere.

A

Aneroid barometer

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10
Q

A device used for measuring atmospheric pressure.

A

Barometer

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11
Q

Also known as Bend meter or Bendometer. A calibrated
bend or elbow with suitable upstream and downstream
straight lengths for measurement of flows.

A

Bentometer

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12
Q

An instrument designed by Bentzel for measuring velocity of
fluids.

A

Bentzel tube

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13
Q

Neglecting friction, the total head, of the total amount of
energy per unit of weight is the same at every point in the
path of flow.

A

Bernoulli’s energy theorem

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14
Q

A re-entrant tube consisting of a thin tube projecting into
the reservoir about one diameter which uses the principle of
pressure momentum theory which states that force equals
the rate of change of momentum.

A

Bordas mouth piece

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15
Q

The ratio of the change in unit pressure to the
corresponding volume change per unit volume.

A

Bulk modulus of elasticity

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16
Q

A contracted sharp-crested measuring weir, in which each
side of the notch has a slope of 1 horizontal to 4 vertical, to
compensate for end contractions; named after Cesare
Cipolletti, an Italian engineer.

A

Cipolletti (weir also known as Trapezoidal weir)

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17
Q

The ratio of the cross sectional area of the jet at the vena
contracta to the area of the orifice.

A

Coefficient of contraction

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18
Q

The product of the coefficient velocity by the coefficient of
contraction.

A

Coefficient of discharge

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19
Q

Term for impermeability factor.

A

Coefficient of imperviousness

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20
Q

The tangent of the angle o, the angle of internal friction.

A

Coefficient of internal friction

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21
Q

The ratio of absolute viscosity to the mass density.

A

Coefficient of Kinematic viscosity

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22
Q

The imaginary average velocity of flow through the total
(voids and solids) area of soil under a hydraulic gradient of 1.

A

Coefficient of permeability

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23
Q

The ratio of the actual mean velocity of jet to the velocity
which would exist without friction.

A

Coefficient of velocity

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24
Q

The ratio between the grain diameter which is larger than
60% by weight of the particles in a soil sample, to that
diameter the effective size, which is larger than 10% by
weight of the particles. It is more briefly expressed as
D6o/D10.

A

Coefficient of uniformity, modulus of uniformity

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25
A fluid property which refers to the intermolecular attraction by which the separate particles of the fluid are held together.
Cohesion
26
Rate of discharge of water through a porous medium per unit of total area perpendicular to the direction of flow.
Discharge velocity
27
Also known as Secondary canals which take off from the main canals or branches and supply water to minors and outlets or turnouts.
Distributaries
28
A fixed dam for diverting stream water away from its course.
Diversion dam
29
A shear test or triaxial compression test applied to a specimen of cohesive soil after completed consolidation under normal load, carried out in drained conditions slowly enough to allow further consolidation due to shear during the test.
Drained shear test, slow test
30
Lowering of a water level.
Drawdown
31
The ratio of the tail water elevation to the head water elevation, when both are higher than the crest, the overflow crest of the structure being the datum of reference.
Drawing ratio
32
The weight of dry material in unit volume a soil sample after drying at 105°C.
Dry density
33
The property of a fluid which determines the amount of its resistance to a shearing stress.
Dynamic viscosity
34
The pressure or force exerted by soil on any boundary.
Earth pressure
35
A branch of science which deals with the study of water and other fluids that are at rest or in motion.
Fluid mechanics
36
The study of fluid problems in which there is no relative motion between fluid elements and thus no velocity gradients and no shear stress to exist.
Fluid statics
37
An open channel constructed of steel, reinforced concrete or wood and used to convey water to be utilized for power, to transport logs, and so on.
Flume
38
A reservoir at the end of a pipeline, particularly above hydroelectric power station.
Forebay
39
In an open channel, a ratio which should be the same for the model analysis as in the full size project. It is the velocity squared divided by depth times the acceleration of gravity.
Froude number
40
A law, complementary to Charles' Law defining the behavior of a perfect gas at constant volume. The law states that if the volume of a given mass of a perfect gas be kept constant, then its absolute pressure will vary in direct proportion to temperature.
Gay Lussac's law
41
The design and manufacturing of pumping plant, reservoir valves, penstocks, pipelines and so on.
Hydraulic engineering
42
A phenomenon where the flow is super critical in an upstream section of channel and is then forced to become sub critical in a downstream section (the change in depth can be forced by a sill in the downstream part of the channel or just be the prevailing depth in the stream further downstream) a rather abrupt change in depth usually occurs.
Hydraulic jump
43
The branch of mechanics which deals with the laws governing the behavior of water and other liquids in the states of rest and motion.
Hydraulics
44
A branch of hydraulics which deals with the study of forces (including velocity, and acceleration) exerted by or upon liquids in motion.
Hydrodynamics
45
Deals with liquids that are in motion with respect to both to the earth and to their containers.
Hydrokinetics
46
Pressure caused by a head of water.
Hydrostatic pressure
47
A branch of hydraulics which deals on the study of fluids at rest.
Hydrostatics
48
A sewer connecting individual drains which formerly went direct to a river or the sea. It takes their flows to the sewage treatment plant.
Interceptor
49
The ability of a mass to do work by virtue of its velocity.
Kinetic energy
50
The three forms of energy which must be considered in connection with flow of liquids.
Kinetic energy, Elevation energy, Pressure energy
51
Type of flow when the paths of individual particles do not cross or intersect.
Laminar
52
A device for measuring fluid pressure which consists of a bent tube containing one or more liquids of different specific gravity.
Manometer
53
The ratio of mass per unit volume.
Mass density of a body
54
Fluids which undergo a proportionality of shear stress to the rate of shear strain holds.
Newtonian Fluids
55
Fluid for which the shear stress is directly proportional to the rate of strain.
Newtonian fluids
56
A converging tube attached to the end of a pipe or hose which serves to increase the velocity of the issuing jet.
Nozzle
57
A conduit in which a liquid flows with a free surface.
Open channel
58
An opening with a closed perimeter through which a fluid flows.
Orifice
59
The pressure intensity at a point is of equal magnitude in all direction, this principle.
Pascal's Law
60
A device for measuring fluid pressure by determining the height to which liquid rises.
Piezometer
61
A closed conduit through which liquid or gases flow
Pipe
62
Any body immersed in fluid is subjected to a buoyant for equal to the weight of displaced liquid.
Principle of Archimedes
63
It the ratio of inertial forces to viscous forces.
Reynolds No.
64
Ratio of weight of substance to the weight of equal volume of water.
Specific gravity
65
The point which flow occurs around a body, part of it will go to one side and part to the other side. The stream line that follows the flow division (that divides on the upstream side of the body and join again on the down stream side is called dividing streamline). Also at the point of division the velocity will be zero.
Stagnation point
66
A tube with square-cornered entrance and a length about 1/2 times its diameter.
Standard short tube
67
The force per unit length that an "imaginary film" formed on the surface of a liquid due to the intermolecular attraction is capable of exerting.
Surface Tension
68
The speed of efflux is equal to the speed of force fall from the surface of reservoir.
Torricelli Theorem
69
A space that has a pressure less than atmospheric pressure.
Vacuum
70
The pressure at which a liquid will boil.
Vapor pressure
71
An instrument which is used for measuring the discharge through pipes which consists of a short converging tube connected to the approach pipe at the inlet and ending in a cylindrical section called the throat.
Venturi meter
72
The property of a fluid which determines the amount of its resistance to shearing force.
Viscosity
73
An over flow structure built across an open channel for the purpose measuring the flow.
Weir