
  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 ......... EXTRAN
  Starting Date ............ 02/24/2021 00:00:00
  Ending Date .............. 02/24/2021 06:00:00
  Antecedent Dry Days ...... 0.0
  Report Time Step ......... 00:01:00
  Routing Time Step ........ 15.00 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 ..........         0.000         0.000
  External Outflow .........       284.344      2843.468
  Flooding Loss ............         0.000         0.000
  Evaporation Loss .........         0.000         0.000
  Exfiltration Loss ........         0.000         0.000
  Initial Stored Volume ....    149846.475   1498480.378
  Final Stored Volume ......    149567.018   1495685.771
  Continuity Error (%) .....        -0.003
  
  
  ***************************
  Time-Step Critical Elements
  ***************************
  Link 8 (16.71%)
  Link 9 (15.03%)
  Link 7 (14.02%)
  Link 10 (11.91%)
  Link 6 (10.71%)
  
  
  ********************************
  Highest Flow Instability Indexes
  ********************************
  Link 11 (24)
  Link 10 (23)
  Link 9 (21)
  Link 8 (20)
  Link 7 (19)
  
  
  *************************
  Routing Time Step Summary
  *************************
  Minimum Time Step           :     4.94 sec
  Average Time Step           :    10.37 sec
  Maximum Time Step           :    15.00 sec
  Percent in Steady State     :     0.00
  Average Iterations per Step :     2.51
  Percent Not Converging      :     1.01
  Time Step Frequencies       :
     15.000 -  7.597 sec      :    99.90 %
      7.597 -  3.848 sec      :     0.10 %
      3.848 -  1.949 sec      :     0.00 %
      1.949 -  0.987 sec      :     0.00 %
      0.987 -  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
  ---------------------------------------------------------------------------------
  1                    JUNCTION     2.78     4.75     5.85     0  01:05        4.54
  2                    JUNCTION     2.83     4.52     5.52     0  01:04        4.27
  3                    JUNCTION     2.87     4.63     5.53     0  01:04        4.39
  4                    JUNCTION     2.91     4.70     5.50     0  01:05        4.66
  5                    JUNCTION     2.95     4.82     5.52     0  01:06        4.82
  6                    JUNCTION     2.99     4.95     5.55     0  01:06        4.89
  7                    JUNCTION     3.04     5.08     5.58     0  01:06        4.97
  8                    JUNCTION     3.08     5.22     5.62     0  01:06        5.20
  9                    JUNCTION     3.12     5.36     5.66     0  01:07        5.35
  10                   JUNCTION     3.16     5.51     5.71     0  01:07        5.45
  11                   JUNCTION     3.20     5.66     5.76     0  01:07        5.55
  12                   OUTFALL      1.57     3.09     3.09     0  00:00        2.92
  Reservoir            STORAGE      4.07     4.07     4.07     0  00:00        4.07
  
  
  *******************
  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
  -------------------------------------------------------------------------------------------------
  1                    JUNCTION     0.000  346.772     0  01:04           0     3.4e+03      -0.036
  2                    JUNCTION     0.000  294.099     0  00:00           0    3.38e+03      -0.038
  3                    JUNCTION     0.000  295.978     0  00:00           0    3.35e+03      -0.036
  4                    JUNCTION     0.000  298.332     0  00:00           0    3.32e+03      -0.034
  5                    JUNCTION     0.000  301.977     0  01:02           0    3.28e+03      -0.033
  6                    JUNCTION     0.000  303.282     0  00:00           0    3.23e+03      -0.030
  7                    JUNCTION     0.000  305.774     0  00:01           0    3.17e+03      -0.031
  8                    JUNCTION     0.000  308.085     0  00:01           0    3.11e+03      -0.035
  9                    JUNCTION     0.000  309.386     0  00:01           0    3.04e+03      -0.027
  10                   JUNCTION     0.000  316.593     0  00:01           0    2.96e+03      -0.028
  11                   JUNCTION     0.000  318.756     0  00:01           0    2.88e+03      -0.037
  12                   OUTFALL      0.000  351.767     0  00:00           0    2.84e+03       0.000
  Reservoir            STORAGE      0.000  240.559     0  01:10           0     1.5e+06      -0.000
  
  
  **********************
  Node Surcharge Summary
  **********************
  
  No nodes were surcharged.
  
  
  *********************
  Node Flooding Summary
  *********************
  
  No nodes were flooded.
  
  
  **********************
  Storage Volume Summary
  **********************
  
  --------------------------------------------------------------------------------------------------
                         Average     Avg  Evap Exfil       Maximum     Max    Time of Max    Maximum
                          Volume    Pcnt  Pcnt  Pcnt        Volume    Pcnt     Occurrence    Outflow
  Storage Unit           1000 m3    Full  Loss  Loss       1000 m3    Full    days hr:min        CMS
  --------------------------------------------------------------------------------------------------
  Reservoir           1497347.564       2     0     0    1498587.957       2       0  00:00    346.772
  
  
  ***********************
  Outfall Loading Summary
  ***********************
  
  -----------------------------------------------------------
                         Flow       Avg       Max       Total
                         Freq      Flow      Flow      Volume
  Outfall Node           Pcnt       CMS       CMS    10^6 ltr
  -----------------------------------------------------------
  12                    59.75   263.985   351.767    2843.483
  -----------------------------------------------------------
  System                59.75   263.985   351.767    2843.483
  
  
  ********************
  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   346.772     0  01:04      3.80    0.05    0.26
  2                    CONDUIT   294.099     0  00:00      4.05    0.04    0.30
  3                    CONDUIT   295.978     0  00:00      4.13    0.04    0.30
  4                    CONDUIT   298.332     0  00:00      4.18    0.04    0.31
  5                    CONDUIT   301.977     0  01:02      4.23    0.04    0.32
  6                    CONDUIT   303.282     0  00:00      4.22    0.04    0.32
  7                    CONDUIT   305.774     0  00:01      4.13    0.04    0.33
  8                    CONDUIT   308.085     0  00:01      4.06    0.04    0.34
  9                    CONDUIT   309.386     0  00:01      4.22    0.04    0.35
  10                   CONDUIT   316.593     0  00:01      4.23    0.04    0.36
  11                   CONDUIT   318.756     0  00:01      4.19    0.04    0.37
  LAST-LINK            CONDUIT   351.767     0  00:00      4.35    0.05    0.21
  
  
  ***************************
  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
  11                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  LAST-LINK               1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.60  0.00
  
  
  *************************
  Conduit Surcharge Summary
  *************************
  
  No conduits were surcharged.
  

  Analysis begun on:  Thu Feb 25 02:51:17 2021
  Analysis ended on:  Thu Feb 25 02:51:17 2021
  Total elapsed time: < 1 sec