An Efficient Accurate Shock-capturing Scheme for Modeling Water Hammer Flows - Advances in Control and Automation of Water Systems - page 116

tABle 6.8 (Continued)

Time Flow Head Volume 3

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

4.5753 2.993 129.1 .000

4.5900 2.993 129.1 .000

4.6048 2.994 129.1 .000

4.6196 2.994 129.1 .000

4.6343 2.995 129.1 .000

4.6491 2.995 129.1 .000

4.6638 3.006 127.8 .000

4.6786 3.006 127.8 .000

4.6934 2.984 130.0 .000

4.7081 2.984 130.0 .000

4.7229 2.969 131.9 .000

4.7376 2.969 131.9 .000

4.7524 2.999 128.4 .000

4.7672 2.999 128.4 .000

4.7819 2.981 128.3 .000

4.7967 2.981 128.3 .000

4.8114 2.987 129.5 .000

4.8262 2.987 129.5 .000

4.8410 2.998 129.3 .000

4.8557 2.998 129.3 .000

4.8705 2.995 128.9 .000

4.8852 2.995 128.9 .000

4.9000 2.995 129.1 .000

4.9147 2.995 129.1 .000

4.9295 2.987 129.8 .000

4.9443 2.987 129.8 .000

4.9590 2.982 130.2 .000

4.9738 2.982 130.2 .000

4.9885 3.011 129.7 .000

tABle 6.9 Valves (at node J26-J9-J15-J17-J20-J28) data table Created by Hammer--Version
07.00.049.00 compared to equation of Regression software SPSS.

** Air valve at node J26 **

Time Volume Head Mass Air-Flow

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

0.0000 .000 134.99 .0000 .000

4.9885 .000 134.95 .0000 .000