
  EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.015)
  --------------------------------------------------------------

  
  *********************************************************
  NOTE: The summary statistics displayed in this report are
  based on results found at every computational time step,  
  not just on results from each reporting time step.
  *********************************************************
  
  ****************
  Analysis Options
  ****************
  Flow Units ............... CMS
  Process Models:
    Rainfall/Runoff ........ NO
    RDII ................... NO
    Snowmelt ............... NO
    Groundwater ............ NO
    Flow Routing ........... YES
    Ponding Allowed ........ NO
    Water Quality .......... NO
  Flow Routing Method ...... DYNWAVE
  Surcharge Method ......... SLOT
  Starting Date ............ 02/18/2021 00:00:00
  Ending Date .............. 02/18/2021 06:00:00
  Antecedent Dry Days ...... 0.0
  Report Time Step ......... 00:02:00
  Routing Time Step ........ 120.00 sec
  Variable Time Step ....... YES
  Maximum Trials ........... 8
  Number of Threads ........ 1
  Head Tolerance ........... 0.001500 m
  
  
  **************************        Volume        Volume
  Flow Routing Continuity        hectare-m      10^6 ltr
  **************************     ---------     ---------
  Dry Weather Inflow .......         0.000         0.000
  Wet Weather Inflow .......         0.000         0.000
  Groundwater Inflow .......         0.000         0.000
  RDII Inflow ..............         0.000         0.000
  External Inflow ..........       119.649      1196.505
  External Outflow .........       132.402      1324.036
  Flooding Loss ............         0.000         0.000
  Evaporation Loss .........         0.000         0.000
  Exfiltration Loss ........         0.000         0.000
  Initial Stored Volume ....        44.490       444.908
  Final Stored Volume ......        31.724       317.241
  Continuity Error (%) .....         0.008
  
  
  *************************
  Highest Continuity Errors
  *************************
  Node 10 (-1.43%)
  Node 9 (-1.39%)
  Node 8 (-1.35%)
  Node 7 (-1.30%)
  Node 6 (-1.24%)
  
  
  ***************************
  Time-Step Critical Elements
  ***************************
  Link 10 (96.34%)
  Link 9 (2.87%)
  
  
  ********************************
  Highest Flow Instability Indexes
  ********************************
  All links are stable.
  
  
  *************************
  Routing Time Step Summary
  *************************
  Minimum Time Step           :    22.68 sec
  Average Time Step           :    56.40 sec
  Maximum Time Step           :   120.00 sec
  Percent in Steady State     :    -0.00
  Average Iterations per Step :     2.24
  Percent Not Converging      :     0.26
  Time Step Frequencies       :
     120.000 - 40.100 sec      :    99.74 %
     40.100 - 13.400 sec      :     0.26 %
     13.400 -  4.478 sec      :     0.00 %
      4.478 -  1.496 sec      :     0.00 %
      1.496 -  0.500 sec      :     0.00 %
  
  
  ******************
  Node Depth Summary
  ******************
  
  ---------------------------------------------------------------------------------
                                 Average  Maximum  Maximum  Time of Max    Reported
                                   Depth    Depth      HGL   Occurrence   Max Depth
  Node                 Type       Meters   Meters   Meters  days hr:min      Meters
  ---------------------------------------------------------------------------------
  2                    JUNCTION     6.85     8.00     9.76     0  00:00        7.90
  3                    JUNCTION     6.41     8.00    10.90     0  00:00        7.99
  4                    JUNCTION     6.06     8.00    12.03     0  00:00        8.00
  5                    JUNCTION     5.80     8.00    13.17     0  00:02        8.00
  6                    JUNCTION     5.61     8.00    14.31     0  00:00        8.00
  7                    JUNCTION     5.48     8.00    15.45     0  00:00        7.99
  8                    JUNCTION     5.37     8.00    16.59     0  00:00        7.99
  9                    JUNCTION     5.29     8.00    17.72     0  00:00        7.96
  10                   JUNCTION     5.22     8.00    18.86     0  00:00        7.80
  11                   JUNCTION     5.15     7.84    19.84     0  00:03        7.83
  1                    OUTFALL      7.38     7.38     8.00     0  00:00        7.38
  
  
  *******************
  Node Inflow Summary
  *******************
  
  -------------------------------------------------------------------------------------------------
                                  Maximum  Maximum                  Lateral       Total        Flow
                                  Lateral    Total  Time of Max      Inflow      Inflow     Balance
                                   Inflow   Inflow   Occurrence      Volume      Volume       Error
  Node                 Type           CMS      CMS  days hr:min    10^6 ltr    10^6 ltr     Percent
  -------------------------------------------------------------------------------------------------
  2                    JUNCTION     0.000   98.021     0  00:13           0    1.32e+03      -0.557
  3                    JUNCTION     0.000   97.604     0  00:11           0    1.31e+03      -0.797
  4                    JUNCTION     0.000   95.728     0  00:11           0    1.29e+03      -0.986
  5                    JUNCTION     0.000   93.069     0  00:10           0    1.28e+03      -1.125
  6                    JUNCTION     0.000   90.046     0  00:09           0    1.26e+03      -1.223
  7                    JUNCTION     0.000   86.749     0  00:10           0    1.25e+03      -1.287
  8                    JUNCTION     0.000   83.155     0  00:09           0    1.23e+03      -1.333
  9                    JUNCTION     0.000   77.899     0  00:08           0    1.21e+03      -1.373
  10                   JUNCTION     0.000   69.989     0  00:05           0     1.2e+03      -1.407
  11                   JUNCTION    55.400   55.661     0  00:00     1.2e+03     1.2e+03       0.021
  1                    OUTFALL      0.000   98.621     0  00:12           0    1.32e+03       0.000
  
  
  **********************
  Node Surcharge Summary
  **********************
  
  No nodes were surcharged.
  
  
  *********************
  Node Flooding Summary
  *********************
  
  No nodes were flooded.
  
  
  ***********************
  Outfall Loading Summary
  ***********************
  
  -----------------------------------------------------------
                         Flow       Avg       Max       Total
                         Freq      Flow      Flow      Volume
  Outfall Node           Pcnt       CMS       CMS    10^6 ltr
  -----------------------------------------------------------
  1                    100.00    61.733    98.621    1324.030
  -----------------------------------------------------------
  System               100.00    61.733    98.621    1324.030
  
  
  ********************
  Link Flow Summary
  ********************
  
  -----------------------------------------------------------------------------
                                 Maximum  Time of Max   Maximum    Max/    Max/
                                  |Flow|   Occurrence   |Veloc|    Full    Full
  Link                 Type          CMS  days hr:min     m/sec    Flow   Depth
  -----------------------------------------------------------------------------
  1                    CONDUIT    69.989     0  00:05      2.21    0.56    0.77
  2                    CONDUIT    77.899     0  00:08      2.21    0.62    0.80
  3                    CONDUIT    83.155     0  00:09      2.20    0.66    0.80
  4                    CONDUIT    86.749     0  00:10      2.26    0.69    0.80
  5                    CONDUIT    90.046     0  00:09      2.31    0.72    0.80
  6                    CONDUIT    93.069     0  00:10      2.37    0.74    0.80
  7                    CONDUIT    95.728     0  00:11      2.44    0.76    0.80
  8                    CONDUIT    97.604     0  00:11      2.49    0.78    0.80
  9                    CONDUIT    98.021     0  00:13      2.55    0.78    0.80
  10                   CONDUIT    98.621     0  00:12      2.63    0.79    0.77
  
  
  ***************************
  Flow Classification Summary
  ***************************
  
  -------------------------------------------------------------------------------------
                      Adjusted    ---------- Fraction of Time in Flow Class ---------- 
                       /Actual         Up    Down  Sub   Sup   Up    Down  Norm  Inlet 
  Conduit               Length    Dry  Dry   Dry   Crit  Crit  Crit  Crit  Ltd   Ctrl  
  -------------------------------------------------------------------------------------
  1                       1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  2                       1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  3                       1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  4                       1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  5                       1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  6                       1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  7                       1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  8                       1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  9                       1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  10                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  
  
  *************************
  Conduit Surcharge Summary
  *************************
  
  No conduits were surcharged.
  

  Analysis begun on:  Thu Feb 18 03:28:34 2021
  Analysis ended on:  Thu Feb 18 03:28:34 2021
  Total elapsed time: < 1 sec