HGE Flashcards

1
Q

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

A

Hydraulic Gradient

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2
Q

A line that represents the elevation of energy head (in feet or meters) of water flowing in a pipe, conduit, or channel. The line is drawn above the hydraulic grade line (gradient) a distance equal to the velocity head (V2/2g) of the water flowing at each section or point along the pipe or channel

A

Energy Grade Line

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3
Q

Minor losses through valves, fittings, bends, contractions etc. are commonly modeled as proportional to:

A

Velocity Head

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4
Q

A pressure surge or wave caused when a fluid in motion is forced to stop or change direction suddenly; a momentum change

A

Water Hammer or Hydraulic Shock or Hydraulic Surge

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5
Q

Flowing liquid are of irregular curves and continually cross each other and form a complicated network

A

Turbulent Flow

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6
Q

Uninterrupted flow in a fluid near a solid boundary which the direction of flow at every pt. remains constant

A

Laminar Flow

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7
Q

Velocity is the same at any given SECTION along the flow

A

Uniform Flow

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8
Q

Discharge is the same at any given SECTION along the flow

A

Continuous Flow

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9
Q

Discharge is the same at any given TIME

A

Steady Flow

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10
Q

Type of flow in which, for a fixed rate of flow, the specific energy is minimum (when Emin, depth is critical)

A

Critical Flow

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11
Q

Type of flow in which the density of the fluid is constant from one point to another

A

Incompressible Flow

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12
Q

Type of flow in which the fluid particles rotate about their own axis while flowing along the streamlines.

A

Rotational Flow

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13
Q

In a fluid at rest in a closed container, a pressure change in one part is transmitted undiminished (w/o loss) to every portion of the fluid and to the walls of the container.

A

Pascal’s Law

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14
Q

In any stream flowing steadily w/o friction, the total energy contained is the same at every point in its path of flow.

A

Bernoulli’s Principle

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15
Q

The volume of a gas at constant temperature varies inversely as the pressure applied to the gas

A

Boyle’s Law

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16
Q

Principle about Buoyant Force

A

Archimedes’ Principle

17
Q

A theorem in fluid dynamics relating to the speed of fluid flowing out of an orifice to the height of fluid above the opening

A

Torricelli’s

18
Q

Properties of _______ soil.

Easy to compact

Low shear strength

Prone to settlement due to vibrating load

A

Cohesionless

19
Q

Component of shear strength independent of interparticle friction

A

Cohesion

20
Q

Properties of ______ soil.

Possesses high shear strength

Practically impermeable

Plastic and compressible

Decreased shear strength when disturbed

A

Cohesive

21
Q

Temperature at which liquid water has the highest density

A

4 degree Celsius

22
Q

Largest grain size that may pass through a No. 200 sieve

A

0.074 mm

23
Q

A phenomenon in which the strength and stiffness of a soil is reduced by earthquake shaking or other rapid loading

A

Liquefaction

24
Q

A pile of sand keeps from spreading out like a liquid because of the weight of the sand keeps the grains stuck together in their current arrangement, mostly out of static friction. This weight and pressure is called.

A

Effective stress

25
Q

Which of the following is not a soil component?

Organic Materials

Minerals

Gas

A

Gas

26
Q

A practice or procedure used to assess the particle size distribution (also called gradation) of a granular material. The size distribution is often critical importance to the wat the material performs in use.

A

Sieve Analysis

27
Q

Soil grains with grain size greater than 4.75 mm but less than 75 mm

A

Gravel