
  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 ............ 02/23/2021 00:00:00
  Ending Date .............. 02/23/2021 06:00:00
  Antecedent Dry Days ...... 0.0
  Report Time Step ......... 00:15:00
  Routing Time Step ........ 30.00 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 ..........       259.207      2592.094
  External Outflow .........        82.500       825.009
  Flooding Loss ............         0.000         0.000
  Evaporation Loss .........         0.000         0.000
  Exfiltration Loss ........         0.000         0.000
  Initial Stored Volume ....         4.586        45.860
  Final Stored Volume ......       181.328      1813.299
  Continuity Error (%) .....        -0.013
  
  
  *************************
  Highest Continuity Errors
  *************************
  Node 25 (7.31%)
  Node 26 (7.30%)
  Node 27 (7.11%)
  Node 28 (6.75%)
  Node 30 (6.69%)
  
  
  ***************************
  Time-Step Critical Elements
  ***************************
  None
  
  
  ********************************
  Highest Flow Instability Indexes
  ********************************
  All links are stable.
  
  
  *************************
  Routing Time Step Summary
  *************************
  Minimum Time Step           :    14.44 sec
  Average Time Step           :    29.92 sec
  Maximum Time Step           :    30.00 sec
  Percent in Steady State     :     0.00
  Average Iterations per Step :     2.30
  Percent Not Converging      :     0.14
  Time Step Frequencies       :
     30.000 - 13.228 sec      :   100.00 %
     13.228 -  5.833 sec      :     0.00 %
      5.833 -  2.572 sec      :     0.00 %
      2.572 -  1.134 sec      :     0.00 %
      1.134 -  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     5.37     5.49    35.49     0  06:00        5.49
  2                    JUNCTION     5.25     5.50    34.50     0  06:00        5.50
  3                    JUNCTION     5.13     5.50    33.50     0  06:00        5.50
  4                    JUNCTION     5.00     5.50    32.50     0  06:00        5.50
  5                    JUNCTION     4.87     5.50    31.50     0  06:00        5.50
  6                    JUNCTION     4.73     5.51    30.51     0  06:00        5.51
  7                    JUNCTION     4.60     5.52    29.52     0  06:00        5.52
  8                    JUNCTION     4.47     5.54    28.54     0  06:00        5.54
  9                    JUNCTION     4.35     5.57    27.57     0  06:00        5.57
  10                   JUNCTION     4.23     5.62    26.62     0  06:00        5.62
  11                   JUNCTION     4.13     5.71    25.71     0  06:00        5.71
  12                   JUNCTION     4.06     5.84    24.84     0  06:00        5.84
  13                   JUNCTION     4.02     6.04    24.04     0  06:00        6.04
  14                   JUNCTION     4.04     6.31    23.31     0  06:00        6.31
  15                   JUNCTION     4.15     6.69    22.69     0  06:00        6.69
  16                   JUNCTION     4.18     6.94    21.94     0  06:00        6.94
  17                   JUNCTION     4.06     6.92    20.92     0  06:00        6.92
  18                   JUNCTION     3.48     6.15    19.15     0  06:00        6.15
  19                   JUNCTION     3.03     5.56    17.56     0  06:00        5.56
  20                   JUNCTION     2.66     5.10    16.10     0  06:00        5.10
  21                   JUNCTION     2.37     4.77    14.77     0  06:00        4.77
  22                   JUNCTION     2.19     4.57    13.57     0  06:00        4.57
  23                   JUNCTION     2.39     4.59    12.59     0  06:00        4.59
  24                   JUNCTION     2.88     4.87    11.87     0  06:00        4.87
  25                   JUNCTION     3.60     5.41    11.41     0  06:00        5.41
  26                   JUNCTION     4.40     5.99    10.99     0  06:00        5.99
  27                   JUNCTION     5.28     6.59    10.59     0  06:00        6.59
  28                   JUNCTION     6.19     7.20    10.20     0  06:00        7.20
  29                   JUNCTION     7.14     7.78     9.78     0  06:00        7.78
  30                   JUNCTION     8.13     8.45     9.45     0  06:00        8.45
  31                   OUTFALL      9.17     9.17     9.17     0  00:00        9.17
  
  
  *******************
  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   100.000  100.000     0  00:00    2.16e+03    2.16e+03       1.259
  2                    JUNCTION     0.000  102.879     0  00:10           0    2.13e+03       2.638
  3                    JUNCTION     0.000   99.998     0  06:00           0    2.08e+03       2.709
  4                    JUNCTION     0.000   99.996     0  06:00           0    2.02e+03       2.790
  5                    JUNCTION     0.000   99.992     0  06:00           0    1.97e+03       2.872
  6                    JUNCTION     0.000   99.987     0  06:00           0    1.91e+03       2.962
  7                    JUNCTION     0.000   99.979     0  06:00           0    1.86e+03       3.060
  8                    JUNCTION     0.000   99.968     0  06:00           0     1.8e+03       3.168
  9                    JUNCTION     0.000   99.952     0  06:00           0    1.75e+03       3.292
  10                   JUNCTION     0.000   99.929     0  06:00           0    1.69e+03       3.437
  11                   JUNCTION     0.000   99.899     0  06:00           0    1.64e+03       3.614
  12                   JUNCTION     0.000   99.858     0  06:00           0    1.58e+03       3.839
  13                   JUNCTION     0.000   99.807     0  06:00           0    1.52e+03       4.133
  14                   JUNCTION     0.000   99.743     0  06:00           0    1.46e+03       4.522
  15                   JUNCTION     0.000   99.670     0  06:00           0     1.4e+03       4.769
  16                   JUNCTION     0.000   99.595     0  06:00           0    1.33e+03       4.630
  17                   JUNCTION     0.000   99.523     0  06:00           0    1.27e+03       4.249
  18                   JUNCTION     0.000   99.458     0  06:00           0    1.22e+03       3.922
  19                   JUNCTION     0.000   99.393     0  06:00           0    1.18e+03       4.186
  20                   JUNCTION     0.000   99.316     0  06:00           0    1.13e+03       4.487
  21                   JUNCTION     0.000   99.222     0  06:00           0    1.08e+03       4.857
  22                   JUNCTION     0.000   99.104     0  06:00           0    1.03e+03       5.373
  23                   JUNCTION     0.000   98.946     0  06:00           0       1e+03       6.102
  24                   JUNCTION     0.000   98.740     0  06:00           0         990       7.133
  25                   JUNCTION     0.000   98.493     0  06:00           0       1e+03       7.889
  26                   JUNCTION     0.000   98.241     0  06:00           0    1.03e+03       7.871
  27                   JUNCTION     0.000   98.019     0  06:00           0    1.07e+03       7.656
  28                   JUNCTION     0.000  108.762     0  00:15           0    1.12e+03       7.240
  29                   JUNCTION     0.000  169.746     0  00:09           0    1.18e+03       7.037
  30                   JUNCTION     0.000  254.393     0  00:04           0    1.26e+03       7.172
  31                   OUTFALL      0.000  254.393     0  00:04           0    1.26e+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
  -----------------------------------------------------------
  31                   100.00    58.214   254.393    1257.341
  -----------------------------------------------------------
  System               100.00    58.214   254.393    1257.341
  
  
  ********************
  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   102.879     0  00:10      2.88    0.48    0.55
  2                    CONDUIT    99.998     0  06:00      2.57    0.47    0.55
  3                    CONDUIT    99.996     0  06:00      2.45    0.47    0.55
  4                    CONDUIT    99.992     0  06:00      2.39    0.47    0.55
  5                    CONDUIT    99.987     0  06:00      2.30    0.47    0.55
  6                    CONDUIT    99.979     0  06:00      2.28    0.47    0.55
  7                    CONDUIT    99.968     0  06:00      2.26    0.47    0.55
  8                    CONDUIT    99.952     0  06:00      2.25    0.47    0.56
  9                    CONDUIT    99.929     0  06:00      2.24    0.47    0.56
  10                   CONDUIT    99.899     0  06:00      2.24    0.47    0.57
  11                   CONDUIT    99.858     0  06:00      2.23    0.47    0.58
  12                   CONDUIT    99.807     0  06:00      2.22    0.47    0.59
  13                   CONDUIT    99.743     0  06:00      2.21    0.47    0.62
  14                   CONDUIT    99.670     0  06:00      2.17    0.47    0.65
  15                   CONDUIT    99.595     0  06:00      2.18    0.54    0.68
  16                   CONDUIT    99.523     0  06:00      2.19    0.64    0.69
  17                   CONDUIT    99.458     0  06:00      2.25    0.79    0.65
  18                   CONDUIT    99.393     0  06:00      2.21    0.64    0.59
  19                   CONDUIT    99.316     0  06:00      2.17    0.54    0.53
  20                   CONDUIT    99.222     0  06:00      2.15    0.46    0.49
  21                   CONDUIT    99.104     0  06:00      2.11    0.40    0.47
  22                   CONDUIT    98.946     0  06:00      1.82    0.36    0.46
  23                   CONDUIT    98.740     0  06:00      1.61    0.32    0.47
  24                   CONDUIT    98.493     0  06:00      1.37    0.29    0.51
  25                   CONDUIT    98.241     0  06:00      1.33    0.32    0.57
  26                   CONDUIT    98.019     0  06:00      1.62    0.35    0.63
  27                   CONDUIT    97.839     0  06:00      2.07    0.40    0.69
  28                   CONDUIT   108.762     0  00:15      2.60    0.51    0.75
  29                   CONDUIT   169.746     0  00:09      3.19    0.79    0.81
  30                   CONDUIT   254.393     0  00:04      3.91    1.19    0.88
  
  
  ***************************
  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   0.01  0.00  0.00  0.99  0.00  0.00  0.00  0.00  0.00
  4                       1.00   0.02  0.00  0.00  0.98  0.00  0.00  0.00  0.00  0.00
  5                       1.00   0.03  0.00  0.00  0.97  0.00  0.00  0.00  0.00  0.00
  6                       1.00   0.05  0.00  0.00  0.95  0.00  0.00  0.00  0.00  0.00
  7                       1.00   0.07  0.00  0.00  0.93  0.00  0.00  0.00  0.00  0.00
  8                       1.00   0.09  0.00  0.00  0.91  0.00  0.00  0.00  0.01  0.00
  9                       1.00   0.09  0.00  0.00  0.91  0.00  0.00  0.00  0.00  0.00
  10                      1.00   0.14  0.00  0.00  0.86  0.00  0.00  0.00  0.00  0.00
  11                      1.00   0.16  0.00  0.00  0.84  0.00  0.00  0.00  0.00  0.00
  12                      1.00   0.19  0.00  0.00  0.81  0.00  0.00  0.00  0.00  0.00
  13                      1.00   0.21  0.00  0.00  0.79  0.00  0.00  0.00  0.00  0.00
  14                      1.00   0.23  0.00  0.00  0.77  0.00  0.00  0.00  0.00  0.00
  15                      1.00   0.26  0.00  0.00  0.74  0.00  0.00  0.00  0.00  0.00
  16                      1.00   0.28  0.00  0.00  0.72  0.00  0.00  0.00  0.00  0.00
  17                      1.00   0.30  0.00  0.00  0.70  0.00  0.00  0.00  0.00  0.00
  18                      1.00   0.33  0.00  0.00  0.67  0.00  0.00  0.00  0.00  0.00
  19                      1.00   0.35  0.00  0.00  0.65  0.00  0.00  0.00  0.00  0.00
  20                      1.00   0.37  0.00  0.00  0.63  0.00  0.00  0.00  0.00  0.00
  21                      1.00   0.25  0.15  0.00  0.60  0.00  0.00  0.00  0.04  0.00
  22                      1.00   0.17  0.07  0.00  0.75  0.00  0.00  0.00  0.10  0.00
  23                      1.00   0.12  0.05  0.00  0.83  0.00  0.00  0.00  0.00  0.00
  24                      1.00   0.09  0.04  0.00  0.88  0.00  0.00  0.00  0.00  0.00
  25                      1.00   0.06  0.03  0.00  0.92  0.00  0.00  0.00  0.00  0.00
  26                      1.00   0.03  0.02  0.00  0.94  0.00  0.00  0.00  0.00  0.00
  27                      1.00   0.02  0.01  0.00  0.97  0.00  0.00  0.00  0.00  0.00
  28                      1.00   0.01  0.01  0.00  0.98  0.00  0.00  0.00  0.00  0.00
  29                      1.00   0.00  0.01  0.00  0.99  0.00  0.00  0.00  0.00  0.00
  30                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  
  
  *************************
  Conduit Surcharge Summary
  *************************
  
  ----------------------------------------------------------------------------
                                                           Hours        Hours 
                         --------- Hours Full --------   Above Full   Capacity
  Conduit                Both Ends  Upstream  Dnstream   Normal Flow   Limited
  ----------------------------------------------------------------------------
  30                          0.01      0.01      0.01      0.08         0.01
  

  Analysis begun on:  Tue Feb 23 02:48:21 2021
  Analysis ended on:  Tue Feb 23 02:48:21 2021
  Total elapsed time: < 1 sec