FORCES ACTING ON DAMS
The
design of any dam, the forces generally considered as acting on the structure
may consist of the following.
·
Ice
pressure
·
Wave
pressure
·
Weight
of dam
·
Water
thrust
·
Uplift
pressures at the Bottom of the dam
·
Silt
pressure
·
Earth-quake
forces
·
Reaction
of the foundation
·
Atmospheric
pressure
Ice pressure
Formation
of a thick sheet of ice occurs in winter in cold countries where the air
current temperatures go as low as to 10Â o F. In such case, ice sheet forms on
the top surface of the sheet will be at the temperature of blowing wind well
below the freezing point, while the temperature varies from below the freezing
point at the top to +32Â o F at the bottom surface. If the sides of the dam provide
restraint, then the pressure exerted will be comparatively more, than when the
sides do not provide any constraint.
Where the
dam is provided with an overflow spill way, the spill way crest is usually some
distance below the maximum water level. The maximum level occurs only at times
of maximum flow and a solidly frozen sheet at that time is highly improbable.
It is usual to assume that the worst ice condition will occur only with water
at the spill way lip.
Nothing
is known of the action of ice during an earth quake, and its earth-quake effect
on the stability of the dam is ignored.
The
thrust exerted by expanding Ice sheet varies with the thickness of Ice sheet,
air temperature rise, and the restraint.
Wave Pressure
The upper
portions of dams are subject to the wave action; the dimensions of the waves
depend upon the extent of the water (Fetch) surface and the velocity of wind.
Aknowledge of the wave heights is
important, if over-topping by waves is to be avoided.
MOLITER, STEVENSON’S
FORMULA FOR WAVE
HEIGHT
If V is
the velocity of the wind in KM/hour and F is the fetch in kilometers, then the
height of the wave is given by
hw =0.032
Rt(VF) + 0.763 0-.271 F1/4
And when F > 32 km, then hw = 0.032 Rt(VF)
Where
is‘hw’theheight of the wave, from the trough to the crest, and 2/3 ‘h of the
crest of the wave above the still water level. Free board for the dam should be
at least 1.5 times the wave height ‘hw’. When theinst thewavevertical forcehitsofthe
dam,agait rides up the face of the dam to a height of 1/3 ’hw’above the still water level as shown in the
figure. for earth dams having flat slopes, it is assumed that the waves ride
up the slope, a vertical distance above the still waterto level,1.4‘hw’,equalthetoforheightthe1smoothest.4‘hw’va
slope.
The
maximum wave pressure to Pw occurs at 0.125 hw above the still water level and
is given by the equation
Pw = 2.4w ´hw or Pw
= 24 hw (in Kilopascals)
The total wave force is given by Pw =
2 ´w
´hw2
or Pw = 20 hw2 (n kilo Newtons) and acts
at 0.375 hw
above still water
level, where ‘w’
is t
And hw is height of wave in Metres.
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