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Problem 1) The Figure below shows a pipe network with two tanks and assumed flow directions. Pipe details are shown in the table below. Determine the flow rate in each pipe using both the matrix method and the solver method Note: Grad students should solve for variable friction Given the pipe network below with values WS El. 410.0 ft WS El. 320.0 ft Pipe l 120 Length Diameter Line Nodes in. Elevation Demand A-1 1-2 1,000 12 0.019 0.019 2.0 4.0 1.0 3.0 10.0 330 310 600 800 0.019 0.019 0.017 10 Total Demand Values from Pump Curve Head (ft Q 116 110 95 4

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