Waves breaking on a quartz-sand beach have a significant wave heights producing a flow of energy ( ECn) of 18,900 newtons per second. If the mean breaker angle of 5°, evaluate the longshore immersed-weight and volume transport rates for these wave conditions. Later the angle increases to 10° while maintaining the same height. What is the transport under these new conditions?
SINCE
immersed weight=KP
K=non dimensional calibration coeffiecnt=0.77
P=longshore wave power/unit lentgh
given by
P=E*Cgbr*Sinbr*Cosbr
br=breaker angle,Cgbr=nbr*Cbr, nbr=1 at breaker line
E is the wave energy density
wave energy (in Joules) can be computed as
E=0.125*p*g*H^2
So, H=sqrt(18900/(0.125*997*9.81))=15.4 m wave height
so, shallow depth Cbr wave phase speed at breaker
Cbr = 3.1 x square root (15.4)=12.16 m/s
so
P=E*Cgbr*Sinbr*Cosbr=18900*12.16*0.087*0.996=19914..71 watt/m
immersed weight=0.77*19914.71=15334.33 newton
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