A teaching flow collects 15 L in 35 s through a uniform circular section of internal diameter 30 mm. Use π=3.1416, 1000 L=1 m³, and mean velocity=volumetric flow/area. Assume steady incompressible flow. A separate tank holds 250 L. Do not use this model to size a real installation.
Calculate the flow in L/s. Keep intermediate values unrounded; round the final result to four decimal places if necessary.