An Efficient Accurate Shock-capturing Scheme for Modeling Water Hammer Flows - Advances in Control and Automation of Water Systems - page 100

Type of Run: Full
Date of Run: 09/19/08
Time of Run: 04:47 am
Data File: E:\k-hariri Asli\ daraye nashti.inp
Hydrograph File: Not Selected
Labels: Short

tABle 6.2 (a) System information preference, (b) Debug information.

(a)

ITEM VALUE

Time Step (s)
Automatic

0.0148

User-Selected n/a

Total Number 339

Total Simulation Time (s) 5.00

Units cms, m

Total Number of Nodes 27

Total Number of Pipes 26

Specific Gravity 1.00

Wave Speed (m/s) 1084

Vapor Pressure (m) -10.0

Reports
Number of Nodes 52

Number of Time Steps All

Number of Paths 1

Output
Standard

No

Cavities (Open/Close) No

Adjustments
Adjusted Variable Length

Warning Limit (%) 75.00

Calculate Transient Forces No

Use Auxiliary Data File Ye s

(b)

ITEM VALUE

Tolerances
Initial Flow Consistency Value 0.0006

Initial Head Consistency Value 0.030

Criterion for Fr. Coef. Flag 0.025