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From a pressure tank located at point A, water is supplied to point B through three parallel pipelines with a flow rate of QB = 600 l / s = 0.6 m3 / s. Determine the pressure loss in section A - B, as well as the costs of individual pipelines.
Normal pipelines operating in the quadratic resistance region, the diameters and lengths of which have the following meanings: d1 = 400 mm = 0.4m, L1 = 450m; d2 = 500 mm = 0.5m, L2 = 475 m; d3 = 450 mm = 0.45 m, L3 = 425 m.
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