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The water-supply network shown in Figure 2.29 has constant-head elevated storage tanks at A and B, with inflows and withdrawals at C and D. The network is on flat terrain, and the pipeline characteristics are as follows: Pipe L ( km) D ( mm) AD 1.0 400 BC 0.8 300 BD 1.2 350 AC 0.7 250 If all pipes are made of ductile iron, calculate the inflows/outflows from the storage tanks. Assume that the flows in a
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