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

  WARNING 04: minimum elevation drop used for Conduit 1
  WARNING 04: minimum elevation drop used for Conduit 2
  WARNING 04: minimum elevation drop used for Conduit 3
  WARNING 04: minimum elevation drop used for Conduit 4
  WARNING 04: minimum elevation drop used for Conduit 5
  WARNING 04: minimum elevation drop used for Conduit 6
  WARNING 04: minimum elevation drop used for Conduit 7
  WARNING 04: minimum elevation drop used for Conduit 8
  WARNING 04: minimum elevation drop used for Conduit 9
  WARNING 04: minimum elevation drop used for Conduit 10
  WARNING 04: minimum elevation drop used for Conduit 11
  WARNING 04: minimum elevation drop used for Conduit 12
  WARNING 04: minimum elevation drop used for Conduit 13
  WARNING 04: minimum elevation drop used for Conduit 14
  WARNING 04: minimum elevation drop used for Conduit 15
  WARNING 04: minimum elevation drop used for Conduit 16
  WARNING 04: minimum elevation drop used for Conduit 17
  WARNING 04: minimum elevation drop used for Conduit 18
  WARNING 04: minimum elevation drop used for Conduit 19
  WARNING 04: minimum elevation drop used for Conduit 20
  WARNING 04: minimum elevation drop used for Conduit 21
  WARNING 04: minimum elevation drop used for Conduit 22
  WARNING 04: minimum elevation drop used for Conduit 23
  WARNING 04: minimum elevation drop used for Conduit 24
  WARNING 04: minimum elevation drop used for Conduit 25
  WARNING 04: minimum elevation drop used for Conduit 26
  WARNING 04: minimum elevation drop used for Conduit 27
  WARNING 04: minimum elevation drop used for Conduit 28
  WARNING 04: minimum elevation drop used for Conduit 29
  
  *********************************************************
  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 ............ 02/25/2021 00:00:00
  Ending Date .............. 02/25/2021 23:00:00
  Antecedent Dry Days ...... 0.0
  Report Time Step ......... 00:05:00
  Routing Time Step ........ 90.00 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 ..........        50.669       506.691
  External Outflow .........        33.868       338.680
  Flooding Loss ............         2.334        23.338
  Evaporation Loss .........         0.000         0.000
  Exfiltration Loss ........         0.000         0.000
  Initial Stored Volume ....         2.850        28.500
  Final Stored Volume ......        17.360       173.604
  Continuity Error (%) .....        -0.081
  
  
  *************************
  Highest Continuity Errors
  *************************
  Node 16 (1.36%)
  Node 15 (1.36%)
  Node 14 (1.35%)
  Node 17 (1.35%)
  Node 18 (1.35%)
  
  
  ***************************
  Time-Step Critical Elements
  ***************************
  Link 9 (57.97%)
  Link 1 (17.91%)
  Link 6 (9.28%)
  Link 8 (6.80%)
  Link 5 (3.73%)
  
  
  ********************************
  Highest Flow Instability Indexes
  ********************************
  All links are stable.
  
  
  *************************
  Routing Time Step Summary
  *************************
  Minimum Time Step           :    32.00 sec
  Average Time Step           :    60.53 sec
  Maximum Time Step           :    90.00 sec
  Percent in Steady State     :    -0.00
  Average Iterations per Step :     2.64
  Percent Not Converging      :     0.37
  Time Step Frequencies       :
     90.000 - 31.856 sec      :   100.00 %
     31.856 - 11.275 sec      :     0.00 %
     11.275 -  3.991 sec      :     0.00 %
      3.991 -  1.413 sec      :     0.00 %
      1.413 -  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    20.03    50.00    50.00     0  01:07       50.00
  2                    JUNCTION    19.40    47.72    47.72     0  01:51       47.71
  3                    JUNCTION    18.77    45.34    45.34     0  01:54       45.34
  4                    JUNCTION    18.12    42.97    42.97     0  02:00       42.97
  5                    JUNCTION    17.48    40.65    40.65     0  02:07       40.63
  6                    JUNCTION    16.84    38.40    38.40     0  02:14       38.40
  7                    JUNCTION    16.20    36.24    36.24     0  02:21       36.23
  8                    JUNCTION    15.58    34.16    34.16     0  02:29       34.15
  9                    JUNCTION    14.98    32.15    32.15     0  02:37       32.14
  10                   JUNCTION    14.39    30.23    30.23     0  02:44       30.23
  11                   JUNCTION    13.82    28.39    28.39     0  02:52       28.38
  12                   JUNCTION    13.26    26.62    26.62     0  03:00       26.62
  13                   JUNCTION    12.73    24.94    24.94     0  03:09       24.94
  14                   JUNCTION    12.20    23.37    23.37     0  03:20       23.37
  15                   JUNCTION    11.70    21.95    21.95     0  03:34       21.95
  16                   JUNCTION    11.21    20.66    20.66     0  03:50       20.66
  17                   JUNCTION    10.73    19.51    19.51     0  04:08       19.51
  18                   JUNCTION    10.26    18.47    18.47     0  04:27       18.47
  19                   JUNCTION     9.80    17.54    17.54     0  04:47       17.54
  20                   JUNCTION     9.35    16.71    16.71     0  05:09       16.71
  21                   JUNCTION     8.89    15.94    15.94     0  05:31       15.94
  22                   JUNCTION     8.44    15.22    15.22     0  05:48       15.22
  23                   JUNCTION     7.97    14.51    14.51     0  06:02       14.51
  24                   JUNCTION     7.49    13.77    13.77     0  06:13       13.77
  25                   JUNCTION     6.99    12.97    12.97     0  06:23       12.97
  26                   JUNCTION     6.45    12.09    12.09     0  06:30       12.09
  27                   JUNCTION     5.86    11.07    11.07     0  06:37       11.07
  28                   JUNCTION     5.16     9.81     9.81     0  06:43        9.81
  29                   JUNCTION     4.23     8.07     8.07     0  06:48        8.07
  30                   OUTFALL      1.03     2.02     2.02     0  06:48        2.02
  
  
  *******************
  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    99.736   99.736     0  01:05         507         507       0.569
  2                    JUNCTION     0.000   94.146     0  01:06           0         480       1.210
  3                    JUNCTION     0.000   82.331     0  01:07           0         475       1.235
  4                    JUNCTION     0.000   71.671     0  01:11           0         469       1.249
  5                    JUNCTION     0.000   63.045     0  01:17           0         463       1.265
  6                    JUNCTION     0.000   56.440     0  01:27           0         457       1.281
  7                    JUNCTION     0.000   51.417     0  01:40           0         452       1.295
  8                    JUNCTION     0.000   47.451     0  01:54           0         446       1.308
  9                    JUNCTION     0.000   43.937     0  02:02           0         440       1.323
  10                   JUNCTION     0.000   40.528     0  02:09           0         434       1.335
  11                   JUNCTION     0.000   37.280     0  02:17           0         429       1.346
  12                   JUNCTION     0.000   34.215     0  02:25           0         423       1.355
  13                   JUNCTION     0.000   31.336     0  02:34           0         417       1.366
  14                   JUNCTION     0.000   28.644     0  02:42           0         412       1.372
  15                   JUNCTION     0.000   26.130     0  02:51           0         406       1.375
  16                   JUNCTION     0.000   23.787     0  02:59           0         401       1.375
  17                   JUNCTION     0.000   21.602     0  03:08           0         395       1.372
  18                   JUNCTION     0.000   19.586     0  03:18           0         390       1.367
  19                   JUNCTION     0.000   17.760     0  03:29           0         385       1.359
  20                   JUNCTION     0.000   16.130     0  03:42           0         379       1.348
  21                   JUNCTION     0.000   14.687     0  03:54           0         374       1.334
  22                   JUNCTION     0.000   13.412     0  04:08           0         369       1.311
  23                   JUNCTION     0.000   12.289     0  04:23           0         365       1.279
  24                   JUNCTION     0.000   11.297     0  04:39           0         360       1.236
  25                   JUNCTION     0.000   10.419     0  04:56           0         356       1.181
  26                   JUNCTION     0.000    9.659     0  05:19           0         351       1.110
  27                   JUNCTION     0.000    9.230     0  05:58           0         348       1.017
  28                   JUNCTION     0.000    9.068     0  06:21           0         344       0.890
  29                   JUNCTION     0.000    9.006     0  06:37           0         341       0.702
  30                   OUTFALL      0.000    8.989     0  06:48           0         339       0.000
  
  
  **********************
  Node Surcharge Summary
  **********************
  
  Surcharging occurs when water rises above the top of the highest conduit.
  ---------------------------------------------------------------------
                                               Max. Height   Min. Depth
                                   Hours       Above Crown    Below Rim
  Node                 Type      Surcharged         Meters       Meters
  ---------------------------------------------------------------------
  1                    JUNCTION        0.71          0.000        0.000
  
  
  *********************
  Node Flooding Summary
  *********************
  
  Flooding refers to all water that overflows a node, whether it ponds or not.
  --------------------------------------------------------------------------
                                                             Total   Maximum
                                 Maximum   Time of Max       Flood    Ponded
                        Hours       Rate    Occurrence      Volume     Depth
  Node                 Flooded       CMS   days hr:min    10^6 ltr    Meters
  --------------------------------------------------------------------------
  1                       0.71    13.723      0  01:18      23.335     0.000
  
  
  ***********************
  Outfall Loading Summary
  ***********************
  
  -----------------------------------------------------------
                         Flow       Avg       Max       Total
                         Freq      Flow      Flow      Volume
  Outfall Node           Pcnt       CMS       CMS    10^6 ltr
  -----------------------------------------------------------
  30                   100.00     3.824     8.989     338.679
  -----------------------------------------------------------
  System               100.00     3.824     8.989     338.679
  
  
  ********************
  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    94.146     0  01:06      2.04  136.23    0.98
  2                    CONDUIT    82.331     0  01:07      2.04  119.13    0.93
  3                    CONDUIT    71.671     0  01:11      2.03  103.71    0.88
  4                    CONDUIT    63.045     0  01:17      2.02   91.22    0.84
  5                    CONDUIT    56.440     0  01:27      2.01   81.67    0.79
  6                    CONDUIT    51.417     0  01:40      1.99   74.40    0.75
  7                    CONDUIT    47.451     0  01:54      1.96   68.66    0.70
  8                    CONDUIT    43.937     0  02:02      1.91   63.57    0.66
  9                    CONDUIT    40.528     0  02:09      1.86   58.64    0.62
  10                   CONDUIT    37.280     0  02:17      1.79   53.94    0.59
  11                   CONDUIT    34.215     0  02:25      1.73   49.51    0.55
  12                   CONDUIT    31.336     0  02:34      1.67   45.34    0.51
  13                   CONDUIT    28.644     0  02:42      1.61   41.45    0.48
  14                   CONDUIT    26.130     0  02:51      1.56   37.81    0.45
  15                   CONDUIT    23.787     0  02:59      1.51   34.42    0.43
  16                   CONDUIT    21.602     0  03:08      1.47   31.26    0.40
  17                   CONDUIT    19.586     0  03:18      1.42   28.34    0.38
  18                   CONDUIT    17.760     0  03:29      1.38   25.70    0.36
  19                   CONDUIT    16.130     0  03:42      1.33   23.34    0.34
  20                   CONDUIT    14.687     0  03:54      1.29   21.25    0.33
  21                   CONDUIT    13.412     0  04:08      1.25   19.41    0.31
  22                   CONDUIT    12.289     0  04:23      1.20   17.78    0.30
  23                   CONDUIT    11.297     0  04:39      1.16   16.35    0.28
  24                   CONDUIT    10.419     0  04:56      1.12   15.08    0.27
  25                   CONDUIT     9.659     0  05:19      1.08   13.98    0.25
  26                   CONDUIT     9.230     0  05:58      1.05   13.36    0.23
  27                   CONDUIT     9.068     0  06:21      1.01   13.12    0.21
  28                   CONDUIT     9.006     0  06:37      1.01   13.03    0.18
  29                   CONDUIT     8.989     0  06:48      1.78   13.01    0.10
  
  
  ***************************
  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  0.02  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
  12                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  13                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  14                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  15                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  16                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  17                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  18                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  19                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  20                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  21                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  22                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  23                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  24                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  25                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  26                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  27                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  28                      1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00  0.00
  29                      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
  ----------------------------------------------------------------------------
  1                           0.01      0.71      0.01      4.87         0.01
  2                           0.01      0.01      0.01      6.65         0.01
  3                           0.01      0.01      0.01      9.71         0.01
  4                           0.01      0.01      0.01     12.84         0.01
  5                           0.01      0.01      0.01     15.43         0.01
  6                           0.01      0.01      0.01     17.67         0.01
  7                           0.01      0.01      0.01     19.63         0.01
  8                           0.01      0.01      0.01     21.38         0.01
  9                           0.01      0.01      0.01     21.92         0.01
  10                          0.01      0.01      0.01     21.79         0.01
  11                          0.01      0.01      0.01     21.66         0.01
  12                          0.01      0.01      0.01     21.53         0.01
  13                          0.01      0.01      0.01     21.39         0.01
  14                          0.01      0.01      0.01     21.25         0.01
  15                          0.01      0.01      0.01     21.10         0.01
  16                          0.01      0.01      0.01     20.96         0.01
  17                          0.01      0.01      0.01     20.81         0.01
  18                          0.01      0.01      0.01     20.66         0.01
  19                          0.01      0.01      0.01     20.49         0.01
  20                          0.01      0.01      0.01     20.33         0.01
  21                          0.01      0.01      0.01     20.16         0.01
  22                          0.01      0.01      0.01     19.98         0.01
  23                          0.01      0.01      0.01     19.81         0.01
  24                          0.01      0.01      0.01     19.62         0.01
  25                          0.01      0.01      0.01     19.42         0.01
  26                          0.01      0.01      0.01     19.21         0.01
  27                          0.01      0.01      0.01     19.01         0.01
  28                          0.01      0.01      0.01     18.77         0.01
  29                          0.01      0.01      0.01     18.54         0.01
  

  Analysis begun on:  Thu Feb 25 04:07:08 2021
  Analysis ended on:  Thu Feb 25 04:07:08 2021
  Total elapsed time: < 1 sec