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HGPE TERMS Quiz

Total questions: 30

Worksheet time: 15mins

Name
Class
Date
1.

If the discharge passing a given cross-section of a stream is constant with time, the flow at that section is called

a)

Uniform

b)

Continuous

c)

Steady

d)

Laminar

2.

According to the Unified Soil Classification System (USCS), soils are considered coarse-grained if the percentage passing through the No. 200 sieve is less than:

a)

30%

b)

40%

c)

50%

d)

60%

3.

If with steady flow in any length or reach of a stream, the average velocity at every cross-section is the same in that reach, the flow is said to be:

a)

Continuous

b)

Steady

c)

Laminar

d)

Uniform

4.

A process by which water-saturated soil sediment temporarily loss strength and acts as a fluid.

a)

Consolidation

b)

Plasticity

c)

Settlement

d)

Liquefaction

5.

A ship floating in seawater is stable if the metacentric height is:

a)

below the center of gravity

b)

above the center of gravity

c)

coincides with the center of gravity

d)

the draft of the ship causes a buoyant force equal to the weight of the ship and its cargo.

6.

A body placed in a liquid is buoyed up by a force equal to the weight of the displaced liquid. This principle of buoyancy was attributed to:

a)

Pascal

b)

Bernoulli

c)

Boyle

d)

Archimedes

7.

The component of shear strength of a rock or soil that interparticle friction is called

a)

Cohesion

b)

Skin friction

c)

Adhesion

d)

Internal friction

8.

The ratio of the volume of voids to the volume of solids in a soil mass is called:

a)

Porosity

b)

Degree of saturation

c)

Void ratio

d)

Water content

9.

The volume of liquid passing a cross-section of a stream.

a)

Discharge

b)

Permeability

c)

Flow

d)

Capillary

10.

One of the following foundation conditions does not affect foundation settlement.

a)

Plasticity of the soil

b)

Depth of founding footings

c)

Position of ground water table

d)

None of the other choices

11.

Which of the following is NOT a component of the soil mass?

a)

Gas

b)

Organic matter

c)

Minerals

d)

None in the list

12.

Soil derives its strength from its capacity to resist.

a)

Shear

b)

Torsion

c)

Tension

d)

Compression

13.

According to USCS soil classification of a soil particle whose size is greater than 75 mm is called:

a)

cobbles

b)

gravel

c)

rock

d)

sand

14.

The cohesion strength of a cohesive soil is a compression strength C = Kqu where K is equal to

a)

0.50

b)

0.25

c)

0.33

d)

1.0

15.

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:

a)

Turbulent

b)

Continuous

c)

Laminar

d)

Uniform

16.

What is the ratio of the weight of water to the weight of solids in a given volume of soil?

a)

Porosity

b)

Degree of saturation

c)

Void ratio

d)

Water content

17.

In any stream flowing steadily without friction, the total energy contained is the same at every point in its path of low. This principle is attributed to:

a)

Bernoulli

b)

Archimedes

c)

Pascal

d)

Boyle

18.

Water has a maximum unit weight at a temperature of:

a)

0°C

b)

4°C

c)

100°C

d)

32°C

19.

The pressure applied to a confined fluid is transmitted equally and undiminished in all directions. This principle of mechanics is attributed

a)

Bernoulli

b)

Archimedes

c)

Pascal

d)

Boyle

20.

The largest grain size that passes a No. 200 sieve in millimeters is:

a)

0.0740 mm

b)

0.0200 mm

c)

0.0640 mm

d)

0.0054 mm

21.

The ratio between the volume of voids and the total volume of the soil mass is referred to as:

a)

Degree of saturation

b)

Water content

c)

Void ratio

d)

Porosity

22.

Valid range for S, the degree of saturation of soil in percentage is:

a)

S > 0

b)

S < 0

c)

0 < S < 100

d)

0 <= S <= 100

23.

The ratio between the volume of voids and total volume of the soil mass is referred to as:

a)

Water content

b)

Porosity

c)

Void ratio

d)

Degree of saturation

24.

The fraction of soils passing which sieve number is used for Atterberg Limits tests of soils?

a)

60

b)

50

c)

30

d)

40

25.

One of the following is NOT characteristic of cohesionless soils:

a)

Easy to compact

b)

High shear strength

c)

Exhibits plasticity

d)

Prone to settlement under vibratory load

26.

If at any instant, the number of particles passing through every cross-section of a stream is the same, the flow is said to be:

a)

Continuous

b)

Steady flow

c)

Turbulent flow

d)

Laminar flow

27.

What would happen if the ground water table will be at the ground level?

a)

Increase in vertical pressure

b)

Decrease in the vertical pressure

c)

Vertical pressure does not change

d)

None of the above

28.

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 pressure is referred to as:

a)

Hydraulic gradient.

b)

Hydraulic head

c)

Hydraulic loss

d)

Hydraulic jump

29.

One of the following foundation conditions does not affect foundation settlement.

a)

Plasticity of the soil

b)

Depth of founding footings

c)

Position of ground water table

d)

Effect of load to the foundations

30.

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:

a)

Water hammer

b)

Potential head

c)

Hydraulic jump

d)

Hydrodynamics