An Efficient Accurate Shock-capturing Scheme for Modeling Water Hammer Flows - Advances in Control and Automation of Water Systems - page 110

tABle 6.8 (Continued)

Time Flow Head Volume 3

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

1.3873 3.002 129.4 .000

1.4021 3.002 129.4 .000

1.4169 3.001 129.3 .000

1.4316 3.001 129.3 .000

1.4464 3.008 129.9 .000

1.4611 3.008 129.9 .000

1.4759 2.990 128.1 .000

1.4907 2.990 128.1 .000

1.5054 2.994 128.4 .000

1.5202 2.994 128.4 .000

1.5349 2.993 128.5 .000

1.5497 2.993 128.5 .000

1.5645 2.998 128.8 .000

1.5792 2.998 128.8 .000

1.5940 2.994 128.5 .000

1.6087 2.994 128.5 .000

1.6235 3.000 129.0 .000

1.6382 3.000 129.0 .000

1.6530 2.992 128.9 .000

1.6678 2.992 128.9 .000

1.6825 2.989 129.4 .000

1.6973 2.989 129.4 .000

1.7120 2.988 129.3 .000

1.7268 2.988 129.3 .000

1.7416 2.996 129.8 .000

1.7563 2.996 129.8 .000

1.7711 2.991 129.3 .000

1.7858 2.991 129.3 .000

1.8006 2.996 129.8 .000

1.8154 2.996 129.8 .000

1.8301 2.993 129.4 .000

1.8449 2.993 129.4 .000

1.8596 2.995 129.8 .000

1.8744 2.995 129.8 .000

1.8892 2.991 129.3 .000

1.9039 2.991 129.3 .000