An Efficient Accurate Shock-capturing Scheme for Modeling Water Hammer Flows - Advances in Control and Automation of Water Systems - page 107

tABle 6.7 (Continued)

End Flow Head Volume3

Point (cms) (m) (m3)

P5:J4 3.000 135.0 .000

P6:J26 3.000 134.9 .000

P6:J27 3.000 133.5 .000

P7:J27 3.000 133.5 .000

P7:J6 3.000 133.3 .000

P8:J8 3.000 130.3 .000

P8:J9 3.000 130.2 .000

P9:J10 3.000 127.5 .000

P9:J9 3.000 130.1 .000

tABle 6.8 Output data table created by Hammer--Version 07.00.049.00 (History for selected
times at end point P9:J9) compared to equation of Regression software.

Time Flow Head Volume 3

(s) (cms) (m) (m3)

0.0000 3.000 130.1 .000

0.0148 3.000 130.1 .000

0.0295 2.750 106.5 .000

0.0443 2.750 106.5 .000

0.0590 2.750 106.4 .000

0.0738 2.750 106.4 .000

0.0886 2.750 106.4 .000

0.1033 2.750 106.4 .000

0.1181 2.749 106.4 .000

0.1328 2.749 106.4 .000

0.1476 2.749 106.4 .000

0.1623 2.749 106.4 .000

0.1771 2.749 106.4 .000

0.1919 2.749 106.4 .000

0.2066 2.749 106.3 .000

0.2214 2.749 106.3 .000

0.2361 2.749 106.3 .000

0.2509 2.749 106.3 .000

0.2657 2.749 106.3 .000

0.2804 2.749 106.3 .000

0.2952 2.749 106.3 .000

0.3099 2.749 106.3 .000