$2)$ Given: A $30$ degree vertical pipe bend of constant diameter of $0\mathrm{.}5$ meters. Flow direction is from upper right to lower left. Mass flowrate $\backslash ((\backslash$mathrm$\{$mdot$\})=2,200\backslash$mathrm$\{$~kg$\}/\backslash$mathrm$\{$s$\},\backslash$mathrm$\{$v$\}=1\mathrm{.}8\backslash$mathrm$\{$~m$\}/\backslash$mathrm$\{$s$\}\backslash ).$ Weight of pipe bend and water inside $\backslash (=3,600\backslash$mathrm$\{$~N$\}\backslash ).$ Pipe is flowing full. Pressure at the pipe bend entrance is $70$ kPa and $55$ kPa at the exit.

Find the Reaction Forces, in kN $,$ holding the pipe bend in place, in both the x and y directions. Write the full simplified momentum equation to begin. Draw axes and separate force and momentum diagrams. Use separate horizontal and vertical direction equations in your solution.