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“Computational Civil Engineering 2005”, International Symposium 27911 0.28 0.20 0.29 0.28 0.29 0.20 0.45 0.2512 0.21 0.30 0.29 0.30 0.36 0.85 0.55 0.36NODE/H 17 18 19 20 21 22 23 241 0.24 0.30 0.26 0.24 0.25 0.32 0.29 0.292 0.30 0.23 0.28 0.24 0.22 0.24 0.30 0.273 0.29 0.22 0.28 0.23 0.21 0.22 0.28 0.274 0.25 0.25 0.20 0.23 0.20 0.20 0.27 0.455 0.28 0.27 0.21 0.26 0.22 0.21 0.22 0.286 0.29 0.22 0.28 0.23 0.22 0.23 0.29 0.277 0.24 0.24 0.21 0.24 0.20 0.20 0.22 0.248 0.24 0.43 0.31 0.20 0.31 0.50 0.24 0.239 0.26 0.26 0.20 0.25 0.21 0.20 0.21 0.2610 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.2011 0.20 0.20 0.28 0.20 0.27 0.28 0.28 0.2012 0.23 0.20 0.20 0.34 0.29 0.31 0.20 0.21Table 5. Chlorine injection nodes and injected quantities in mg/L, corresponding to thewater flow rates transported in 24 hoursNODE/H 1 2 3 4 5 6 7 81 24.70 25.07 24.60 24.28 25.03 20.50 19.79 21.224 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.008 0.00 8.81 0.00 0.00 0.00 0.00 3.22 0.0012 1.65 3.20 0.00 0.00 11.62 13.59 15.84 33.49NODE/H 9 10 11 12 13 14 15 161 17.60 16.26 17.27 21.99 18.87 23.18 25.62 25.414 0.43 0.29 0.58 0.38 0.57 0.00 0.10 0.008 2.62 1.77 2.18 0.07 0.31 0.00 0.19 0.6112 3.51 26.16 13.11 11.49 16.84 57.46 0.00 0.00NODE/H 17 18 19 20 21 22 23 241 19.61 24.43 20.61 19.01 20.19 25.55 23.65 23.394 0.00 0.00 0.21 0.00 0.24 0.50 1.33 5.078 1.08 4.78 1.78 0.60 1.59 2.89 1.02 0.0012 0.00 3.65 4.72 10.82 1.97 1.16 0.00 0.003.3. Comparison between the choosing procedures of the injection boosterstations(BS) for nodes 2 and 5For exemplification it is presented the chlorine concentration evolution for optimalsolution (minimum total chlorine consumption in 24 hours) in nodes 2 and 5.
280Em. Barsan, A. IgnatBlue line shows the evolution of chlorine concentration in 24 hours in nodes 2 and5 for the case of the choosing of chlorine injection booster stations by a randomprocedure (nodes 1,4,7,8,11,12)Black line shows the evolution of chlorine concentration in 24 ore in nodes 2 and 5for the case of the imposing of chlorine injection booster–stations in 1,4,8,12nodes.It is ascertained that the random choosing procedure of chlorine injection boosterstations conducts to a solution that confers a more reduced and more uniformitychlorine concentration at nodes.Figure 2. Legend: blue line – random choosing of BS; black line – imposing of BS
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COMPUTATIONAL CIVIL ENGINEERING2005
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“Computational Civil Engineering.
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A viscoelastic-plastic prediction o
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6 F. Paulet-Crainiceanu, C. Ionescu
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10 F. Paulet-Crainiceanu, C. Ionesc
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