Environmental Engineering Reference
In-Depth Information
Flow control method
In general, a regulation method for irrigation structures to maintain a
specific flow condition in the irrigation system.
Flow, steady-
Flow in which the depth and velocity remain constant with respect to time.
Flow, uniform-
Flow in which the depth and velocity remain constant with respect to
space.
Free flow
Flow through a canal, which is not affected by the level of the downstream
water.
Free water level
Level or surface of a body of water in free contact with the atmosphere,
meaning at atmospheric pressure.
Freeboard
The difference in elevation of the maximum (normal) flow line and the
ground surface or bank at a canal or drain section. Also the vertical distance
between the maximum water surface elevation in design and the top of
retaining banks or structures, provided to prevent overtopping because
of unforeseen conditions.
Free-surface
Interface between a liquid and a gas. More generally a free surface is the
interface between the fluid (at rest or in motion) and the atmosphere.
Friction
Boundary shear resistance of the wetted surface of a channel, which
opposes the flow of water; process by which energy is lost through shear
stress.
Friction coefficient
Coefficient used to calculate the energy gradient by friction.
Froude
William Froude (1810-1879) - English naval architect and hydro-
dynamicist who used the law of similarity to study the resistance of model
ships.
Froude number
A dimensionless number represe n ting the ratio of inertia forces and gravity
forces acting upon water. Fr 2
v 2 /gy .
It is used to differentiate open channel flow regimes and to distinguish
between sub-critical and super-critical flow.
=
Gauge
Device for measuring water level, discharge, velocity, pressure, etc.,
relative to a datum.
Gauge datum
Fixed plane to which the water level is related; the elevation of the zero of
the gauge is related to this plane.
Gauge height
Elevation of water surface measured by a gauge.
Gradient
Measure of slope in metre of rise or fall per metre of horizontal distance;
dimensionless.
Gradually varied flow
Flow characterized by relatively small changes in velocity and pressure
distributions over a short distance.
Head
Potential energy of water due to its height above a datum or reference level,
usually expressed in m.
Head works
The main intake structure of an irrigation system, often equipped with a
weir or barrage, an intake sluice, sediment excluder or sand trap.
Head-discharge
relationship
Curve or table which gives the relation between the head and the discharge
in an open channel at a given cross-section for a given flow condition,
e.g. steady, rising or falling.
 
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