
  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 ............... CFS
  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 ............ 03/13/2020 00:00:00
  Ending Date .............. 03/17/2020 00:00:00
  Antecedent Dry Days ...... 0.0
  Report Time Step ......... 00:15:00
  Routing Time Step ........ 90.00 sec
  Variable Time Step ....... YES
  Maximum Trials ........... 8
  Number of Threads ........ 1
  Head Tolerance ........... 0.005000 ft
  
  
  **************************        Volume        Volume
  Flow Routing Continuity        acre-feet      10^6 gal
  **************************     ---------     ---------
  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 ..........    184025.025     59967.304
  External Outflow .........    189480.323     61744.994
  Flooding Loss ............         0.000         0.000
  Evaporation Loss .........         0.000         0.000
  Exfiltration Loss ........         0.000         0.000
  Initial Stored Volume ....        24.653         8.033
  Final Stored Volume ......       548.373       178.696
  Continuity Error (%) .....        -3.249
  
  
  *************************
  Highest Continuity Errors
  *************************
  Node 12 (-3624.82%)
  Node 14 (-413.19%)
  Node 13 (96.91%)
  Node 15 (34.77%)
  Node 7 (9.19%)
  
  
  ***************************
  Time-Step Critical Elements
  ***************************
  Link RS4-3 (1586.13%)
  
  
  ********************************
  Highest Flow Instability Indexes
  ********************************
  Link RS12-11 (9)
  Link RS11-6 (9)
  Link RS13-12 (9)
  Link RS14-13 (8)
  Link RS6-5 (7)
  
  
  *************************
  Routing Time Step Summary
  *************************
  Minimum Time Step           :     0.50 sec
  Average Time Step           :     0.88 sec
  Maximum Time Step           :     4.00 sec
  Percent in Steady State     :    94.38
  Average Iterations per Step :     2.01
  Percent Not Converging      :     0.02
  Time Step Frequencies       :
     90.000 - 31.856 sec      :     0.00 %
     31.856 - 11.275 sec      :     0.00 %
     11.275 -  3.991 sec      :     0.00 %
      3.991 -  1.413 sec      :     0.96 %
      1.413 -  0.500 sec      :    99.04 %
  
  
  ******************
  Node Depth Summary
  ******************
  
  ---------------------------------------------------------------------------------
                                 Average  Maximum  Maximum  Time of Max    Reported
                                   Depth    Depth      HGL   Occurrence   Max Depth
  Node                 Type         Feet     Feet     Feet  days hr:min        Feet
  ---------------------------------------------------------------------------------
  2                    JUNCTION    15.26    17.76   282.76     0  13:37       17.71
  3                    JUNCTION    12.38    15.19   280.99     0  13:36       15.17
  4                    JUNCTION    17.10    20.45   286.45     0  13:35       20.42
  5                    JUNCTION    11.27    16.71   282.91     0  13:35       16.66
  6                    JUNCTION     8.97    13.63   280.63     0  13:35       13.61
  7                    JUNCTION    16.07    19.10   287.10     0  13:35       19.07
  8                    JUNCTION     8.92    13.76   282.76     0  13:35       13.75
  9                    JUNCTION    16.95    20.23   290.03     0  13:35       20.21
  10                   JUNCTION    11.84    14.88   285.38     0  13:35       14.87
  11                   JUNCTION    15.93    20.08   291.28     0  13:34       20.08
  12                   JUNCTION    15.79    18.13   287.13     0  13:35       18.08
  13                   JUNCTION    12.76    16.63   287.13     0  13:35       16.56
  14                   JUNCTION    13.90    16.53   287.13     0  13:36       16.48
  15                   JUNCTION    12.81    15.93   287.13     0  13:36       15.87
  16                   JUNCTION     4.21     7.16   287.16     0  11:59        7.16
  17                   JUNCTION    15.12    18.56   293.56     0  11:59       18.56
  1                    OUTFALL     15.26    17.73   277.73     0  13:38       17.67
  
  
  *******************
  Node Inflow Summary
  *******************
  
  -------------------------------------------------------------------------------------------------
                                  Maximum  Maximum                  Lateral       Total        Flow
                                  Lateral    Total  Time of Max      Inflow      Inflow     Balance
                                   Inflow   Inflow   Occurrence      Volume      Volume       Error
  Node                 Type           CFS      CFS  days hr:min    10^6 gal    10^6 gal     Percent
  -------------------------------------------------------------------------------------------------
  2                    JUNCTION      0.00 46757.71     0  13:36           0    6.13e+04      -0.727
  3                    JUNCTION      0.00 46761.28     0  13:36           0    6.13e+04      -0.042
  4                    JUNCTION      0.00 46762.79     0  13:35           0       6e+04      -2.068
  5                    JUNCTION      0.00 46764.50     0  13:35           0    5.99e+04       0.000
  6                    JUNCTION      0.00 46769.37     0  13:35           0    6.01e+04       0.342
  7                    JUNCTION      0.00 46839.65     0  13:35           0    6.62e+04      10.123
  8                    JUNCTION      0.00 46253.30     0  13:35           0    5.87e+04      -0.016
  9                    JUNCTION      0.00 46255.35     0  13:35           0    5.87e+04      -0.030
  10                   JUNCTION      0.00 46257.25     0  13:35           0    5.87e+04      -0.033
  11                   JUNCTION      0.00 46806.49     0  11:59           0    5.86e+04      -0.243
  12                   JUNCTION      0.00  6737.35     0  16:04           0         316     -97.315
  13                   JUNCTION      0.00  6428.22     0  16:03           0    1.01e+04    3131.570
  14                   JUNCTION      0.00  5338.18     0  03:05           0    1.15e+03     -80.514
  15                   JUNCTION      0.00  4535.30     0  00:15           0    1.71e+03      53.309
  16                   JUNCTION   1309.26  1166.79     0  11:59    1.42e+03    1.42e+03     -14.806
  17                   JUNCTION  47748.49 47229.66     0  11:59    5.85e+04    5.86e+04       0.040
  1                    OUTFALL       0.00 46627.92     0  13:38           0    6.17e+04       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       CFS       CFS    10^6 gal
  -----------------------------------------------------------
  1                    100.00  24512.52  46627.92   61740.408
  -----------------------------------------------------------
  System               100.00  24512.52  46627.92   61740.408
  
  
  ********************
  Link Flow Summary
  ********************
  
  -----------------------------------------------------------------------------
                                 Maximum  Time of Max   Maximum    Max/    Max/
                                  |Flow|   Occurrence   |Veloc|    Full    Full
  Link                 Type          CFS  days hr:min    ft/sec    Flow   Depth
  -----------------------------------------------------------------------------
  RS1-OUT              CHANNEL  46627.92     0  13:38     17.08    0.13    0.51
  RS2-1                CHANNEL  46757.71     0  13:36     27.43    0.07    0.47
  RS3-2                CHANNEL  46761.28     0  13:36     18.32    0.20    0.51
  RS4-3                CHANNEL  46762.79     0  13:35    >50.00    0.20    0.52
  RS5-4                CHANNEL  46764.50     0  13:35     41.95    0.08    0.42
  RS6-5                CHANNEL  46769.37     0  13:35     19.48    0.06    0.47
  RS7-6                CHANNEL  46249.68     0  13:35     24.16    0.05    0.47
  RS8-7                CHANNEL  46253.30     0  13:35     20.03    0.08    0.50
  RS9-8                CHANNEL  46255.35     0  13:35     19.69    0.09    0.52
  RS10-9               CHANNEL  46257.25     0  13:35     19.87    0.09    0.51
  RS_MAIN-10           CHANNEL  46806.49     0  11:59     20.13    0.20    0.57
  RS11-6               CHANNEL   5605.67     0  03:01     15.52    0.01    0.55
  RS12-11              CHANNEL   5424.64     0  03:01     20.50    0.01    0.51
  RS13-12              CHANNEL   5003.35     0  03:03     10.42    0.02    0.49
  RS14-13              CHANNEL   5338.18     0  03:05     14.51    0.01    0.48
  RS_TRIB-14           CONDUIT   1653.93     0  03:20      3.03    0.02    0.38
  
  
  ***************************
  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  
  -------------------------------------------------------------------------------------
  RS1-OUT                 1.00   0.00  0.00  0.00  0.00  1.00  0.00  0.00  0.88  0.00
  RS2-1                   1.00   0.00  0.00  0.00  0.00  1.00  0.00  0.00  1.00  0.00
  RS3-2                   1.00   0.00  0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00
  RS4-3                   1.00   0.00  0.00  0.00  0.00  1.00  0.00  0.00  1.00  0.00
  RS5-4                   1.00   0.00  0.00  0.00  0.00  1.00  0.00  0.00  1.00  0.00
  RS6-5                   1.00   0.00  0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00
  RS7-6                   1.00   0.00  0.00  0.00  0.00  1.00  0.00  0.00  1.00  0.00
  RS8-7                   1.00   0.00  0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00
  RS9-8                   1.00   0.00  0.00  0.00  0.00  1.00  0.00  0.00  1.00  0.00
  RS10-9                  1.00   0.00  0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00
  RS_MAIN-10              1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.99  0.00
  RS11-6                  1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  RS12-11                 1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  RS13-12                 1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  RS14-13                 1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  RS_TRIB-14              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 Mar  4 03:08:37 2021
  Analysis ended on:  Thu Mar  4 03:08:39 2021
  Total elapsed time: 00:00:02