39 lines
1.6 KiB
Plaintext
39 lines
1.6 KiB
Plaintext
Page 1 Fri Mar 23 14:42:19 2018
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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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Model exported from AQUIS on 2011-09-09 20:45:25 - C:\Epanet3-CLE\Epa
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Input Data File ................... 2PRVs-aquis.inp
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Number of Junctions................ 6
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Number of Reservoirs............... 1
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Number of Tanks ................... 0
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Number of Pipes ................... 5
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Number of Pumps ................... 0
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Number of Valves .................. 2
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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 .................... 200
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Quality Analysis .................. None
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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 .................... 0.00 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 Fri Mar 23 14:42:19 2018
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Analysis ended Fri Mar 23 14:42:19 2018
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