An $8$ m commercial steel pipe with $46$ cm diameter pumps water from a vertical opentank at a flowrate of $3600$ m$3/$hr$.$ The pump is positioned $6\mathrm{.}7$ m above the tank, seeFigure $3\mathrm{.}1.$ Details of all the minor losses of the pipeline is given in the Table $1$ below.Assume that the density and viscosity of water at the given conditions are $995$ kg$/$m$3$and $0\mathrm{.}0005$ Pa$.$s$,$ respectively. N$.$B$.$ Saturated vapour pressure of water is to be readfrom steam tables.Table $1.$ Minor losses of the piping systemFitting or valves Number of fittings orvalves valuesStandard elbow $(45)116$Gate valve $(50\%$ open$)125$Figure $3\mathrm{.}1$: An illustration of the pipeline above the water tank$3\mathrm{.}1$ Determine the velocity of the water as it enters the system. $(6)3\mathrm{.}2$ Determine the Reynolds number. What type of flow is it $(4)3\mathrm{.}3$ Determine the total frictional loss in the system $($the sum of both minor and majorlosses$).(9)3\mathrm{.}4$ Using the steam tables, determine the maximum possible net positive suction headif the water temperature is $30\backslash$deg C$.$