Solution:
From Bernoulli equation
[tex]\frac{1}{2}[/tex]ρ[tex]V_{1}^{2}[/tex] + ρgh = [tex]\frac{1}{2}[/tex]ρ[tex]V_{2}^{2}[/tex] , where ρ is density of water, h – height difference and [tex]V_{1}[/tex] and [tex]V_{2}[/tex] are the velocities in upper and lower cross sections correspondingly. We take into account that the pressure in both cross-sections is the same and equal to the atmospheric one.
From the continuity and assuming water incompressible:
[tex]\pi r_{1}^{2}[/tex][tex]V_{1}[/tex] = [tex]\pi r_{2}^{2}[/tex][tex]V_{2}[/tex] , where [tex]A_{1}[/tex] and [tex]A_{2}[/tex] are the corresponding cross-sections. As the lower diameter is twice as low as the upper one, we can conclude that [tex]V_{1} = \frac{V_{2}}{4}[/tex]
Inserting it back into Bernoulli equations produces:
[tex]V_{1} = \sqrt{\frac{2}{15}gh} = 0.26m/s[/tex] and the flow rate is
[tex]\pi r_{1}^{2}V_{1} = \pi r_{2}^{2}V_{2} = 8.10^{-5} \frac{m^{3} }{s}[/tex]