Water flows through a horizontal, $\backslash (180^\{\backslash$circ$\}\backslash )$ pipe bend as illustrated in the figure below. The flow cross$-$sectional area is constant at a value of $\backslash (9000\backslash$mathrm$\{$~mm$\}^\{2\}\backslash ).$ The flow velocity everywhere in the bend is $\backslash (15\backslash$mathrm$\{$~m$\}/\backslash$mathrm$\{$s$\}\backslash ).$ The pressures at the entrance and exit of the bend are $210$ kPa and $165$ kPa $,$ respectively. Calculate the horizontal $($ x and y $)$ components of the anchoring force needed to hold the bend in place.