
  EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.007)
  --------------------------------------------------------------

  
  *********************************************************
  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 ........ YES
    RDII ................... NO
    Snowmelt ............... NO
    Groundwater ............ NO
    Flow Routing ........... YES
    Ponding Allowed ........ NO
    Water Quality .......... NO
  Infiltration Method ...... HORTON
  Flow Routing Method ...... DYNWAVE
  Starting Date ............ APR-13-2017 00:00:00
  Ending Date .............. APR-13-2017 06:00:00
  Antecedent Dry Days ...... 0.0
  Report Time Step ......... 00:05:00
  Wet Time Step ............ 00:05:00
  Dry Time Step ............ 01:00:00
  Routing Time Step ........ 30.00 sec
  Variable Time Step ....... YES
  Maximum Trials ........... 8
  Head Tolerance ........... 0.005000 ft
  
  
  **************************        Volume         Depth
  Runoff Quantity Continuity     acre-feet        inches
  **************************     ---------       -------
  Total Precipitation ......        60.383        20.000
  Evaporation Loss .........         0.000         0.000
  Infiltration Loss ........         9.057         3.000
  Surface Runoff ...........        51.319        16.998
  Final Surface Storage ....         0.140         0.046
  Continuity Error (%) .....        -0.220
  
  
  **************************        Volume        Volume
  Flow Routing Continuity        acre-feet      10^6 gal
  **************************     ---------     ---------
  Dry Weather Inflow .......         0.000         0.000
  Wet Weather Inflow .......        51.312        16.721
  Groundwater Inflow .......         0.000         0.000
  RDII Inflow ..............         0.000         0.000
  External Inflow ..........         0.000         0.000
  External Outflow .........        51.287        16.713
  Internal Outflow .........         0.000         0.000
  Evaporation Loss .........         0.000         0.000
  Exfiltration Loss ........         0.000         0.000
  Initial Stored Volume ....         0.009         0.003
  Final Stored Volume ......         0.023         0.007
  Continuity Error (%) .....         0.019
  
  
  ***************************
  Time-Step Critical Elements
  ***************************
  Link P13 (92.28%)
  Link P8 (2.13%)
  
  
  ********************************
  Highest Flow Instability Indexes
  ********************************
  All links are stable.
  
  
  *************************
  Routing Time Step Summary
  *************************
  Minimum Time Step           :     3.99 sec
  Average Time Step           :     5.48 sec
  Maximum Time Step           :    30.00 sec
  Percent in Steady State     :     0.00
  Average Iterations per Step :     2.01
  Percent Not Converging      :     0.03
  
  
  ***************************
  Subcatchment Runoff Summary
  ***************************
  
  --------------------------------------------------------------------------------------------------------
                            Total      Total      Total      Total      Total       Total     Peak  Runoff
                           Precip      Runon       Evap      Infil     Runoff      Runoff   Runoff   Coeff
  Subcatchment                 in         in         in         in         in    10^6 gal      CFS
  --------------------------------------------------------------------------------------------------------
  SCA1                      20.00       0.00       0.00       3.00      17.00        1.62    15.04   0.850
  SCA2                      20.00       0.00       0.00       3.00      17.02        0.67     6.21   0.851
  SCA3                      20.00       0.00       0.00       3.00      16.98        4.42    41.06   0.849
  SCA4                      20.00       0.00       0.00       3.00      17.00        1.57    14.53   0.850
  SCA5                      20.00       0.00       0.00       3.00      17.02        0.64     5.91   0.851
  SCA8                      20.00       0.00       0.00       3.00      16.99        2.45    22.80   0.850
  SCA9                      20.00       0.00       0.00       3.00      17.02        0.51     4.76   0.851
  SCA10                     20.00       0.00       0.00       3.00      17.00        2.28    21.13   0.850
  SCA11                     20.00       0.00       0.00       3.00      17.01        1.31    12.17   0.850
  SCA12                     20.00       0.00       0.00       3.00      17.02        0.56     5.23   0.851
  SCA13                     20.00       0.00       0.00       3.00      17.02        0.69     6.43   0.851
  
  
  ******************
  Node Depth Summary
  ******************
  
  ---------------------------------------------------------------------
                                 Average  Maximum  Maximum  Time of Max
                                   Depth    Depth      HGL   Occurrence
  Node                 Type         Feet     Feet     Feet  days hr:min
  ---------------------------------------------------------------------
  DA13                 JUNCTION     0.70     0.76    60.71     0  02:29
  DA12                 JUNCTION     1.44     1.58    60.03     0  03:47
  DA10                 JUNCTION     2.57     2.79    62.49     0  03:18
  DA9                  JUNCTION     2.34     2.55    63.55     0  03:28
  DA7                  JUNCTION     3.04     3.31    65.03     0  04:22
  DA6                  JUNCTION     2.48     2.71    65.68     0  04:43
  DA4                  JUNCTION     2.28     2.48    66.08     0  04:43
  DA3                  JUNCTION     1.89     2.06    67.16     0  04:59
  DA1                  JUNCTION     1.48     1.62    69.84     0  02:44
  DA2                  JUNCTION     0.69     0.75    67.85     0  02:25
  DA5                  JUNCTION     1.37     1.52    65.75     0  04:16
  DA8                  JUNCTION     1.72     1.91    65.51     0  04:38
  DA11                 JUNCTION     1.19     1.31    62.51     0  03:29
  OF14                 OUTFALL      1.51     1.58    58.58     0  04:22
  
  
  *******************
  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
  -------------------------------------------------------------------------------------------------
  DA13                 JUNCTION      6.43     6.43     0  02:40       0.693       0.693      -0.006
  DA12                 JUNCTION      5.23   155.27     0  03:18       0.564        16.7       0.005
  DA10                 JUNCTION     21.13   143.61     0  03:41        2.28        15.5       0.008
  DA9                  JUNCTION      4.76   110.31     0  03:28       0.513        11.9       0.009
  DA7                  JUNCTION      0.00   105.55     0  03:47           0        11.4       0.007
  DA6                  JUNCTION      0.00    82.75     0  04:59           0        8.91       0.025
  DA4                  JUNCTION     14.53    76.84     0  03:59        1.57        8.27       0.004
  DA3                  JUNCTION     41.06    62.31     0  03:36        4.42        6.71       0.015
  DA1                  JUNCTION     15.04    15.04     0  03:20        1.62        1.62       0.030
  DA2                  JUNCTION      6.21     6.21     0  03:00        0.67        0.67       0.002
  DA5                  JUNCTION      5.91     5.91     0  02:35       0.638       0.638      -0.009
  DA8                  JUNCTION     22.80    22.80     0  03:10        2.46        2.45       0.001
  DA11                 JUNCTION     12.17    12.17     0  02:51        1.31        1.31      -0.002
  OF14                 OUTFALL       0.00   155.27     0  04:23           0        16.7       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
  -----------------------------------------------------------
  OF14                  96.93    144.85    155.27      16.711
  -----------------------------------------------------------
  System                96.93    144.85    155.27      16.711
  
  
  ********************
  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
  -----------------------------------------------------------------------------
  P12                  CONDUIT      6.43     0  02:26      5.47    0.31    0.59
  P1                   CONDUIT     15.04     0  02:45      5.43    0.88    0.66
  P2                   CONDUIT      6.21     0  02:25      2.92    0.30    0.69
  P3                   CONDUIT     62.31     0  03:59      8.57    0.47    0.57
  P4                   CONDUIT     76.84     0  04:59      8.91    0.58    0.65
  P5                   CONDUIT      5.92     0  01:22      4.07    0.28    0.88
  P6                   CONDUIT     82.75     0  04:10      8.56    0.70    0.72
  P7                   CONDUIT     22.80     0  03:31      5.69    0.60    0.88
  P8                   CONDUIT    105.55     0  03:28      9.25    1.52    0.75
  P9                   CONDUIT    110.31     0  03:34     10.55    0.48    0.53
  P11                  CONDUIT    143.61     0  03:18     17.41    0.60    0.44
  P10                  CONDUIT     12.17     0  01:58      3.90    0.32    0.76
  P13                  CONDUIT    155.27     0  04:23     16.38    0.26    0.32
  
  
  ***************************
  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  
  -------------------------------------------------------------------------------------
  P12                     1.00   0.03  0.00  0.00  0.96  0.01  0.00  0.00  0.82  0.00
  P1                      1.00   0.03  0.00  0.00  0.00  0.00  0.00  0.97  0.00  0.00
  P2                      1.00   0.03  0.00  0.00  0.97  0.00  0.00  0.00  0.83  0.00
  P3                      1.00   0.03  0.00  0.00  0.00  0.97  0.00  0.00  0.16  0.00
  P4                      1.00   0.03  0.00  0.00  0.00  0.97  0.00  0.00  0.15  0.00
  P5                      1.00   0.03  0.00  0.00  0.97  0.00  0.00  0.00  0.17  0.00
  P6                      1.00   0.03  0.00  0.00  0.90  0.04  0.00  0.03  0.04  0.00
  P7                      1.00   0.03  0.00  0.00  0.97  0.00  0.00  0.00  0.17  0.00
  P8                      1.00   0.03  0.00  0.00  0.00  0.00  0.00  0.97  0.00  0.00
  P9                      1.00   0.03  0.00  0.00  0.01  0.96  0.00  0.00  0.17  0.00
  P11                     1.00   0.03  0.00  0.00  0.00  0.97  0.00  0.00  0.68  0.00
  P10                     1.00   0.03  0.00  0.00  0.97  0.00  0.00  0.00  0.18  0.00
  P13                     1.00   0.00  0.03  0.00  0.04  0.93  0.00  0.00  0.18  0.00
  
  
  *************************
  Conduit Surcharge Summary
  *************************
  
  ----------------------------------------------------------------------------
                                                           Hours        Hours 
                         --------- Hours Full --------   Above Full   Capacity
  Conduit                Both Ends  Upstream  Dnstream   Normal Flow   Limited
  ----------------------------------------------------------------------------
  P8                          0.01      0.01      0.01      3.92         0.01
  

  Analysis begun on:  Mon Apr 17 17:17:42 2017
  Analysis ended on:  Mon Apr 17 17:17:42 2017
  Total elapsed time: < 1 sec