Hydraulics Flashcards
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 flow
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 of 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 streamline.
rotational flow
In a triangular channel section, the most economical section is achieved when each of its sloping sides make an angle of _____ with the vertical.
45 degrees
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 metacenter
The weight per unit volume of a liquid at a standard temperature and pressure is called:
specific weight
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
A type of shock where the flow undergoes a sudden transition from swift flow to tranquil flow.
hydraulic jump