
  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
  
  *********************************************************
  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 ...... KINWAVE
  Starting Date ............ 03/09/2021 00:00:00
  Ending Date .............. 03/09/2021 06:00:00
  Antecedent Dry Days ...... 0.0
  Report Time Step ......... 00:15:00
  Routing Time Step ........ 30.00 sec
  
  
  **************************        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 ..........         0.000         0.000
  External Outflow .........         0.000         0.000
  Flooding Loss ............         0.000         0.000
  Evaporation Loss .........         0.000         0.000
  Exfiltration Loss ........         0.000         0.000
  Initial Stored Volume ....         0.000         0.000
  Final Stored Volume ......         0.000         0.000
  Continuity Error (%) .....         0.000
  
  
  ********************************
  Highest Flow Instability Indexes
  ********************************
  All links are stable.
  
  
  *************************
  Routing Time Step Summary
  *************************
  Minimum Time Step           :    30.00 sec
  Average Time Step           :    30.00 sec
  Maximum Time Step           :    30.00 sec
  Percent in Steady State     :     0.00
  Average Iterations per Step :     1.00
  Percent Not Converging      :     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     0.00     0.00     0.00     0  00:00        0.00
  3                    JUNCTION     0.00     0.00     0.00     0  00:00        0.00
  4                    JUNCTION     0.00     0.00     0.00     0  00:00        0.00
  5                    JUNCTION     0.00     0.00     0.00     0  00:00        0.00
  6                    JUNCTION     0.00     0.00     0.00     0  00:00        0.00
  8                    JUNCTION     0.00     0.00     0.00     0  00:00        0.00
  9                    JUNCTION     0.00     0.00     0.00     0  00:00        0.00
  10                   JUNCTION     0.00     0.00     0.00     0  00:00        0.00
  11                   JUNCTION     0.00     0.00     0.00     0  00:00        0.00
  12                   JUNCTION     0.00     0.00     0.00     0  00:00        0.00
  13                   JUNCTION     0.00     0.00     0.00     0  00:00        0.00
  14                   JUNCTION     0.00     0.00     0.00     0  00:00        0.00
  15                   JUNCTION     0.00     0.00     0.00     0  00:00        0.00
  16                   JUNCTION     0.00     0.00     0.00     0  00:00        0.00
  17                   JUNCTION     0.00     0.00     0.00     0  00:00        0.00
  1                    OUTFALL      0.00     0.00     0.00     0  00:00        0.00
  7                    STORAGE      0.00     0.00     0.00     0  00:00        0.00
  
  
  *******************
  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     0.00     0  00:00           0           0       0.000 gal
  3                    JUNCTION      0.00     0.00     0  00:00           0           0       0.000 gal
  4                    JUNCTION      0.00     0.00     0  00:00           0           0       0.000 gal
  5                    JUNCTION      0.00     0.00     0  00:00           0           0       0.000 gal
  6                    JUNCTION      0.00     0.00     0  00:00           0           0       0.000 gal
  8                    JUNCTION      0.00     0.00     0  00:00           0           0       0.000 gal
  9                    JUNCTION      0.00     0.00     0  00:00           0           0       0.000 gal
  10                   JUNCTION      0.00     0.00     0  00:00           0           0       0.000 gal
  11                   JUNCTION      0.00     0.00     0  00:00           0           0       0.000 gal
  12                   JUNCTION      0.00     0.00     0  00:00           0           0       0.000 gal
  13                   JUNCTION      0.00     0.00     0  00:00           0           0       0.000 gal
  14                   JUNCTION      0.00     0.00     0  00:00           0           0       0.000 gal
  15                   JUNCTION      0.00     0.00     0  00:00           0           0       0.000 gal
  16                   JUNCTION      0.00     0.00     0  00:00           0           0       0.000 gal
  17                   JUNCTION      0.00     0.00     0  00:00           0           0       0.000 gal
  1                    OUTFALL       0.00     0.00     0  00:00           0           0       0.000 gal
  7                    STORAGE       0.00     0.00     0  00:00           0           0       0.000 gal
  
  
  *********************
  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
  --------------------------------------------------------------------------------------------------
  7                        0.000       0     0     0         0.000       0       0  00:00       0.00
  
  
  ***********************
  Outfall Loading Summary
  ***********************
  
  -----------------------------------------------------------
                         Flow       Avg       Max       Total
                         Freq      Flow      Flow      Volume
  Outfall Node           Pcnt       CFS       CFS    10^6 gal
  -----------------------------------------------------------
  1                      0.00      0.00      0.00       0.000
  -----------------------------------------------------------
  System                 0.00      0.00      0.00       0.000
  
  
  ********************
  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                    CONDUIT      0.00     0  00:00      0.00    0.00    0.00
  2                    CONDUIT      0.00     0  00:00      0.00    0.00    0.00
  3                    CONDUIT      0.00     0  00:00      0.00    0.00    0.00
  4                    CONDUIT      0.00     0  00:00      0.00    0.00    0.00
  5                    CONDUIT      0.00     0  00:00      0.00    0.00    0.00
  6                    CONDUIT      0.00     0  00:00      0.00    0.00    0.00
  7                    CONDUIT      0.00     0  00:00      0.00    0.00    0.00
  8                    CONDUIT      0.00     0  00:00      0.00    0.00    0.00
  9                    CONDUIT      0.00     0  00:00      0.00    0.00    0.00
  10                   CONDUIT      0.00     0  00:00      0.00    0.00    0.00
  11                   CONDUIT      0.00     0  00:00      0.00    0.00    0.00
  12                   CONDUIT      0.00     0  00:00      0.00    0.00    0.00
  13                   CONDUIT      0.00     0  00:00      0.00    0.00    0.00
  14                   CONDUIT      0.00     0  00:00      0.00    0.00    0.00
  15                   CONDUIT      0.00     0  00:00      0.00    0.00    0.00
  16                   CONDUIT      0.00     0  00:00      0.00    0.00    0.00
  
  
  *************************
  Conduit Surcharge Summary
  *************************
  
  No conduits were surcharged.
  

  Analysis begun on:  Tue Mar  9 03:00:30 2021
  Analysis ended on:  Tue Mar  9 03:00:30 2021
  Total elapsed time: < 1 sec