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 "F_1" and the component acting on the curved part "F_2":
"F_2=\\gamma h_{C2}A_2=\\rho g \\cdot (y-\\frac{r}{2})\\cdot br=""=1000\\cdot 9.8\\cdot(9-4\/2)\\cdot 150\\cdot 4=41160000\\text{ N}."
"F_h=F_1+F_2=18375000+41160000=59535000\\text{ N}."
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