For the pipe networks shown, determine the final discharge in each of the pipes in L/s. Stop the iterations when all cor
Posted: Sat May 21, 2022 12:27 pm
For the pipe networks shown, determine the final discharge in each of the pipes in L/s. Stop the iterations when all corrections are less than absolute value of 6 L/s. You will be the ones to assume initial flow rate in each of the pipes as well as the direction of flow. Pipe diameters are in mm. 1200 m 1600 m 600 L/s a n=0.012, 7500 b n=0.011, 600 g n=0.011, 800 n=0,012, 6000 n=0.011, 600 € 900 m n=0.011, 900 8 *600 L/s