1 Flashcards
Ratio of volume of voids and volume of soil
POROSITY
Ratio of volume of voids and volume of soil solids
VOID RATIO
Which is true for POROSITY?
I. 0 < n < 100
II. 0 <= n <= 100
III. 0 <= n
IV. 0 < n
I
Which is true for VOID RATIO?
I. 0 < e < 100
II. 0 <= e <= 100
III. 0 <= e
IV. 0 < e
IV
Which is true for DEGREE OF SATURATION?
I. 0 < S < 100
II. 0 <= S <= 100
III. 0 <= S
IV. 0 < S
II
Which is true for WATER CONTENT?
I. 0 < w < 100
II. 0 <= w <= 100
III. 0 <= w
IV. 0 < w
III
When the seepage pressure becomes equal to the pressure due to submerged weight of a soil, the effective pressure is reduced to zero and the soil particles have a tendency to move up in the direction of flow. This phenmenon is generally known
QUICK CONDITION/ BOILING CONDITION/ QUICK SAND
What is soil in civil engineering?
I. The material in a relatively thin surface zone within roots occur
II. The unaggregated and uncemented deposits of minerals and organic particles covering the earth’s crust
III. The substance existing on the earth’s surface, which grows and develops plants
IV. None of the above
II.
(Note: I. Soil in Geology; III. Soil in Agriculture)
The elastic tendency of liquids which makes them acquire the least surface area possible. It is responsible, for example, when an object or insect such as mosquitoes that is denser that water is able to float or run along the water surface.
SURFACE TENSION
The ratio between the volume of water and the volume of voids
DEGREE OF SATURATION
The ratio between the weight of water and the weight of solid particles
MOISTURE CONTENT
Minor losses through valves, fittings, bends, contractions, etc. are commonly modeled as proportional to
VELOCITY HEAD
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
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:
TURBULENT
Type of flow where the flow rate does not change over time
STEADY FLOW
Type of flow where the mean velocity of flow for a given length or reach is the same at every cross section
UNIFORM FLOW
Uninterrupted flow in a fluid near a solid boundary in which the direction of flow at every point remains constant
LAMINAR FLOW
Type of flow where at any time, the discharge or flow rate at every section at the stream is the same
CONTINUOUS FLOW
Type of flow in which, for a fixed rate of flow, the specific energy is minimum
CRITICAL FLOW
Type of flow in which the density of the fluid is constant from one point to another
INCOMPRESSIBLE FLOW
Type of flow in which the fluid particles rotate about their own axis while flowing along the streamlines
ROTATIONAL FLOW
On what fundamental concept is the continuity of flow primarily based?
CONSERVATION OF MASS
A branch of fluid mechanics that deals with the study of forces exerted by liquid in motion
HYDRODYNAMICS
The total pressure of force on a plane surface is equal to the area multiplied by the intensity of pressure at the centroid if the surface is:
A. horizontal
B. inclined
C. vertical
D. all of the above
D. all of the above
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:
WATER HAMMER
Which of the following is not affected by minor loss?
A. Long pipe
B. Both long and short pipe
C. Short pipe
D. can’t say
A. Long pipe
Which of the following shear tests of soil is not performed in a laboratory?
A. vane shear test
B. triaxial shear test
C. unconfined compression test
D. direct shear test
A. vane shear test
In the context of using soil as a construction material, which of the following properties is NOT typically considered a primary parameter for evaluating its suitability?
A. Tensile Strength
B. Shear Strength
C. Compaction Strength
D. Compressive Strength
A. Tensile Strength
Which soil property is most used in engineering?
VOID RATIO
Which of the following is not a characteristic of cohesionless soil?
A. practically impermeable
B. easy to compact
C. prone to settlement
D. high shear strength
A. practically impermeable
In a triangular channel section, the most economical section is achieved when each of its sloping sides make a angle of _______ with vertical
45 deg
Where is the metacenter for stable equilibrium?
ABOVE THE CENTER OF GRAVITY
When the metacenter of a floating body is lower than the center of gravity, then the body will be in?
UNSTABLE EQUILIBRIUM
The metacentric height is the distance between the
CENTER OF GRAVITY OF THE FLOATING BODY AND THE CENTER OF BUOYANCY
The weight per unit volume of a liquid at a standard temperature and pressure is called:
SPECIFIC WEIGHT OR UNIT WEIGHT
A fluid property that measures the fluid’s resistance to shear stress
VISCOSITY
The vena contracta of a circular orifice is approximately _____ diameter downstream from the inner face of the orifice plate
1/2
When the ship’s metacenter and center of gravity coincide at same point then the vessel is said to be in:
NEUTRAL EQUILIBRIUM
A type of shock where the flow undergoes a sudden transition from swift flow to tranquil flow
HYDRAULIC JUMP
If the ground water table in a soil formation rises as resulting of flooding, the bearing capacity of the soil:
A. increases
B. unaffected
C. decreases
D. depends on the footing load
C. decreases
One of the following foundation conditions does not affect the bearing capacity of the supporting soil.
A. Unit weight of the soil
B. Depth of the founding of footing
C. Load imposed onto the soil
D. Position of ground water table
C. Load imposed onto the soil
A process by which water-saturated soil sediment temporarily loss strength and acts as a fluid
LIQUEFACTION