8dd067b834
git-svn-id: https://epanet.svn.sourceforge.net/svnroot/epanet/BASE/trunk@338 c320cabd-cc23-0410-96d8-e60fbf53ed7f
41 lines
1.7 KiB
Plaintext
41 lines
1.7 KiB
Plaintext
Page 1 Mon Sep 21 18:44:08 2009
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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 2.00.12 *
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******************************************************************
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EPANET Example Network 2
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Input Data File ................... net2-cl2.inp
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Number of Junctions................ 35
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Number of Reservoirs............... 0
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Number of Tanks ................... 1
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Number of Pipes ................... 40
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Number of Pumps ................... 0
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Number of Valves .................. 0
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Headloss Formula .................. Hazen-Williams
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Hydraulic Timestep ................ 1.00 hrs
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Hydraulic Accuracy ................ 0.001000
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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 .................... 40
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Quality Analysis .................. Chlorine
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Water Quality Time Step ........... 5.00 min
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Water Quality Tolerance ........... 0.01 mg/L
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Specific Gravity .................. 1.00
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Relative Kinematic Viscosity ...... 1.00
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Relative Chemical Diffusivity ..... 1.00
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Demand Multiplier ................. 1.00
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Total Duration .................... 55.00 hrs
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Reporting Criteria:
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No Nodes
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No Links
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Analysis begun Mon Sep 21 18:44:08 2009
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Analysis ended Mon Sep 21 18:44:08 2009
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