
  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 ............ 03/03/2011 00:00:00
  Ending Date .............. 03/09/2011 00:00:00
  Antecedent Dry Days ...... 0.0
  Report Time Step ......... 01:00:00
  Routing Time Step ........ 30.00 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 ..........    172343.866     56160.823
  External Outflow .........    172087.853     56077.398
  Flooding Loss ............         0.000         0.000
  Evaporation Loss .........         0.000         0.000
  Exfiltration Loss ........         0.000         0.000
  Initial Stored Volume ....        40.930        13.338
  Final Stored Volume ......       188.650        61.474
  Continuity Error (%) .....         0.063
  
  
  ***************************
  Time-Step Critical Elements
  ***************************
  None
  
  
  ********************************
  Highest Flow Instability Indexes
  ********************************
  Link 7 (11)
  Link 3 (10)
  Link 6 (9)
  
  
  *************************
  Routing Time Step Summary
  *************************
  Minimum Time Step           :     4.74 sec
  Average Time Step           :    30.00 sec
  Maximum Time Step           :    30.00 sec
  Percent in Steady State     :     0.00
  Average Iterations per Step :     2.77
  Percent Not Converging      :     0.04
  Time Step Frequencies       :
     30.000 - 13.228 sec      :    99.99 %
     13.228 -  5.833 sec      :     0.00 %
      5.833 -  2.572 sec      :     0.01 %
      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         Feet     Feet     Feet  days hr:min        Feet
  ---------------------------------------------------------------------------------
  2                    JUNCTION    12.65    37.11    29.11     1  15:59       37.00
  4                    JUNCTION     4.57     4.58    36.08     0  01:15        4.58
  5                    JUNCTION     4.01     4.56    48.56     0  00:03        4.01
  6                    JUNCTION    17.04    22.40    66.15     1  06:00       22.40
  7                    JUNCTION     9.80    12.31    74.81     1  06:00       12.31
  8                    JUNCTION    10.88    16.08    97.33     1  06:00       16.08
  1                    OUTFALL     22.91    44.26    28.26     1  16:00       44.20
  3                    STORAGE      5.87     7.18    32.18     1  05:13        7.17
  
  
  *******************
  Node Inflow Summary
  *******************
  
  -------------------------------------------------------------------------------------------------
                                  Maximum  Maximum                  Lateral       Total        Flow
                                  Lateral    Total  Time of Max      Inflow      Inflow     Balance
                                   Inflow   Inflow   Occurrence      Volume      Volume       Error
  Node                 Type           CFS      CFS  days hr:min    10^6 gal    10^6 gal     Percent
  -------------------------------------------------------------------------------------------------
  2                    JUNCTION      0.00 22330.29     1  05:13           0    5.61e+04       0.085
  4                    JUNCTION      0.00  1384.70     0  00:04           0    4.65e+03       0.042
  5                    JUNCTION   1200.00  1200.00     0  00:00    4.65e+03    4.65e+03       0.014
  6                    JUNCTION      0.00 21109.45     1  06:00           0    5.15e+04       0.030
  7                    JUNCTION      0.00 21109.57     1  06:00           0    5.15e+04       0.012
  8                    JUNCTION  21109.90 21109.90     1  06:00    5.15e+04    5.15e+04       0.007
  1                    OUTFALL       0.00 30041.18     1  00:54           0    5.61e+04       0.000
  3                    STORAGE       0.00 22405.91     1  05:12           0    5.61e+04       0.012
  
  
  **********************
  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 ft3    Full  Loss  Loss      1000 ft3    Full    days hr:min        CFS
  --------------------------------------------------------------------------------------------------
  3                      258.285       2     0     0       316.255       3       1  05:13   22330.29
  
  
  ***********************
  Outfall Loading Summary
  ***********************
  
  -----------------------------------------------------------
                         Flow       Avg       Max       Total
                         Freq      Flow      Flow      Volume
  Outfall Node           Pcnt       CFS       CFS    10^6 gal
  -----------------------------------------------------------
  1                    100.00  14470.47  30041.18   56115.606
  -----------------------------------------------------------
  System               100.00  14470.47  30041.18   56115.606
  
  
  ********************
  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
  -----------------------------------------------------------------------------
  1                    CHANNEL  21109.57     1  06:00    >50.00    0.01    0.26
  2                    CHANNEL  21109.45     1  06:00     44.53    0.01    0.32
  3                    CHANNEL  21205.91     1  05:12     34.50    0.01    0.27
  4                    CHANNEL   1384.70     0  00:04    >50.00    0.00    0.07
  5                    CHANNEL   1200.00     0  01:16     17.32    0.00    0.10
  6                    CHANNEL  22330.29     1  05:13     36.32    0.01    0.33
  7                    CHANNEL  30041.18     1  00:54     18.65    0.01    0.62
  
  
  ***************************
  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  0.00  1.00  0.00  0.00  0.00  0.00
  2                       1.00   0.00  0.00  0.00  0.00  1.00  0.00  0.00  1.00  0.00
  3                       1.00   0.00  0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.00
  4                       1.00   0.00  0.00  0.00  0.00  1.00  0.00  0.00  1.00  0.00
  5                       1.00   0.00  0.00  0.00  0.12  0.88  0.00  0.00  1.00  0.00
  6                       1.00   0.00  0.00  0.00  0.21  0.79  0.00  0.00  1.00  0.00
  7                       1.00   0.00  0.00  0.00  1.00  0.00  0.00  0.00  0.45  0.00
  
  
  *************************
  Conduit Surcharge Summary
  *************************
  
  No conduits were surcharged.
  

  Analysis begun on:  Thu Mar 11 02:45:37 2021
  Analysis ended on:  Thu Mar 11 02:45:37 2021
  Total elapsed time: < 1 sec