Let y be the total height of the water, r - radius of the arc, b - span of the dam.
Split the total force into two forces: horizontal component acting on the flat vertical side F1 and the component acting on the curved part F2:
F1=γhC1A1=ρg⋅2y−r⋅b(y−r)==1000⋅9.8⋅29−4⋅150⋅(9−4)=18375000 N.
F2=γhC2A2=ρg⋅(y−2r)⋅br==1000⋅9.8⋅(9−4/2)⋅150⋅4=41160000 N.
Fh=F1+F2=18375000+41160000=59535000 N.
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