Use the bernoulli equation to setup the problem and then use the fact that A1V1 = A2V2
Where A1 = cross-section area of the large pipe section & V1 = the velocity in the large pipe section
D1 = pipe diameter of the large pipe section
I used english units and got V1 = 11.1 ft/sec
Then to obtain the volumetric flow, Q = AV = .434 ft3/sec = .0123 m3/sec
(Bernoulli equation) p1/SW + z1 + V12/2g = p2/SW + z2 + V22/2g
Where p = pressure, SW = specific weight, z = elevation which is the same for both & thus cancels
g = gravitational constant = 32.2 ft/sec2 or 9.8 m/sec2,
and Since A1V1 = A2V2 then V2 = (D12/D22)V1