The horizontal and vertical hydrostatic forces Fx and Fy on the semi-circular gate, having a width ‘w’ into the plane of figure, are
(a) Fx = $\rho$ghrw and Fy = 0
(b) Fx = 2$\rho$ghrw and Fy = 0
(c) Fx = 2$\rho$ghrw and Fy = rgwr2/2
(d) Fx = 2$\rho$ghrw and Fy = prgwr2/2