41 lines
1.7 KiB
Plaintext
41 lines
1.7 KiB
Plaintext
Page 1 Fri Sep 12 00:12:04 2025
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******************************************************************
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* E P A N E T *
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* Hydraulic and Water Quality *
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* Analysis for Pipe Networks *
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* Version 2.2 *
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******************************************************************
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TSNet Division by Zero Test
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Generated for testing fixes
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Input Data File ................... temp.inp
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Number of Junctions................ 2
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Number of Reservoirs............... 0
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Number of Tanks ................... 1
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Number of Pipes ................... 1
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Number of Pumps ................... 1
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Number of Valves .................. 0
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Headloss Formula .................. Darcy-Weisbach
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Nodal Demand Model ................ DDA
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Hydraulic Timestep ................ 0.02 min
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Hydraulic Accuracy ................ 0.010000
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Status Check Frequency ............ 2
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Maximum Trials Checked ............ 10
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Damping Limit Threshold ........... 0.000000
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Maximum Trials .................... 100
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Quality Analysis .................. None
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Specific Gravity .................. 1.00
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Relative Kinematic Viscosity ...... 978.54
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Relative Chemical Diffusivity ..... 1.00
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Demand Multiplier ................. 1.00
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Total Duration .................... 0.02 min
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Reporting Criteria:
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No Nodes
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No Links
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Analysis begun Fri Sep 12 00:12:04 2025
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Analysis ended Fri Sep 12 00:12:04 2025
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