An Efficient Accurate Shock-capturing Scheme for Modeling Water Hammer Flows - Advances in Control and Automation of Water Systems - page 106

tABle 6.7 (Continued)

End Flow Head Volume3

Point (cms) (m) (m3)

P11:J12 3.000 123.0 .000

P12:J12 3.000 123.0 .000

P12:J13 3.000 120.4 .000

P13:J13 3.000 120.3 .000

P13:J14 3.000 120.0 .000

P14:J14 3.000 119.9 .000

P14:J15 3.000 115.2 .000

P15:J15 3.000 115.2 .000

P15:J16 3.000 114.9 .000

P16:J16 3.000 114.8 .000

P16:J17 3.000 113.0 .000

P17:J17 3.000 113.0 .000

P17:J18 3.000 112.9 .000

P18:J18 3.000 112.8 .000

P18:J19 3.000 112.8 .000

P19:J19 3.000 112.7 .000

P19:J20 3.000 112.7 .000

P2:J6 3.000 133.3 .000

P2:J7 3.000 132.8 .000

P20:J20 3.000 112.6 .000

P20:J21 3.000 108.6 .000

P21:J21 3.000 108.6 .000

P21:J22 3.000 106.7 .000

P22:J22 3.000 106.6 .000

P22:J23 3.000 105.4 .000

P23:J23 3.000 105.4 .000

P23:J24 3.000 105.2 .000

P24:J24 3.000 105.2 .000

P24:J28 3.000 104.6 .000

P25:J28 3.000 104.5 .000

P25:N1 3.000 104.3 .000

P3:J7 2.500 132.8 .000

P3:J8 2.500 130.3 .000

P4:J3 3.000 135.0 .000

P4:J4 3.000 135.0 .000

P5:J26 3.000 135.0 .000