A long 1.5 km pipeline with size of 300 mm laid between two reservouirs having difference in surface elevation of 24 m carries a maximum flowrate of 0.15m/s. A 600 m parallel pipe of the same size and friction factor is looped beside this one and connected to it as shown in figure. What is the expected increase in maxmum flowrate. 24m 900 m 600 m

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