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Update code for Pillow 12.1.1 compatibility
Co-authored-by: bemcdonnell <6105134+bemcdonnell@users.noreply.github.com>
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‎RUNOFF46.INT‎

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‎swmmio/graphics/utils.py‎

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@@ -10,7 +10,7 @@ def save_image(img, img_path, antialias=True, auto_open=False):
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imgSize = (img.getbbox()[2], img.getbbox()[3])
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if antialias:
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size = (int(imgSize[0] * 0.5), int(imgSize[1] * 0.5))
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img.thumbnail(size, Image.LANCZOS)
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img.thumbnail(size, Image.Resampling.LANCZOS)
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img.save(img_path)
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if auto_open:

‎swmmio/tests/data/Pump_Control_Model.rpt‎

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‎swmmio/tests/data/RUNOFF46.INT‎

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‎swmmio/tests/data/model_curve_num.rpt‎

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‎swmmio/tests/data/model_full_features.rpt‎

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EPA STORM WATER MANAGEMENT MODEL - VERSION 5.2 (Build 5.2.4)
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PYSWMM TOOLKIT API - VERSION v1.0 (2025-12-04)
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------------------------------------------------------------
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*************
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Element Count
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*************
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Number of rain gages ...... 1
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Number of subcatchments ... 3
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Number of nodes ........... 4
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Number of links ........... 3
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Number of pollutants ...... 0
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Number of land uses ....... 0
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****************
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Raingage Summary
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****************
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Data Recording
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Name Data Source Type Interval
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------------------------------------------------------------------------
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SCS_24h_Type_I_1in SCS_24h_Type_I_1in INTENSITY 15 min.
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********************
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Subcatchment Summary
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********************
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Name Area Width %Imperv %Slope Rain Gage Outlet
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-----------------------------------------------------------------------------------------------------------
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S1 1.00 500.00 100.00 0.5000 SCS_24h_Type_I_1in J1
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S2 2.00 500.00 100.00 0.5000 SCS_24h_Type_I_1in J2
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S3 3.00 500.00 100.00 0.5000 SCS_24h_Type_I_1in J3
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************
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Node Summary
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************
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Invert Max. Ponded External
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Name Type Elev. Depth Area Inflow
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-------------------------------------------------------------------------------
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J1 JUNCTION 20.73 15.00 0.0 Yes
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J3 JUNCTION 6.55 15.00 0.0 Yes
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J4 OUTFALL 0.00 0.00 0.0
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J2 STORAGE 13.39 15.00 0.0 Yes
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************
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Link Summary
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************
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Name From Node To Node Type Length %Slope Roughness
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---------------------------------------------------------------------------------------------
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C1:C2 J1 J2 CONDUIT 244.6 3.0002 0.0100
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C2 J2 J3 IDEAL PUMP
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C3 J3 J4 WEIR
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*********************
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Cross Section Summary
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*********************
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Full Full Hyd. Max. No. of Full
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Conduit Shape Depth Area Rad. Width Barrels Flow
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---------------------------------------------------------------------------------------
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C1:C2 CIRCULAR 1.00 0.79 0.25 1.00 1 8.02
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****************
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Analysis Options
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****************
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Flow Units ............... CFS
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Process Models:
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Rainfall/Runoff ........ YES
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RDII ................... NO
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Snowmelt ............... NO
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Groundwater ............ NO
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Flow Routing ........... YES
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Ponding Allowed ........ NO
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Water Quality .......... NO
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Infiltration Method ...... HORTON
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Flow Routing Method ...... DYNWAVE
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Surcharge Method ......... EXTRAN
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Starting Date ............ 11/01/2015 14:00:00
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Ending Date .............. 11/04/2015 00:00:00
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Antecedent Dry Days ...... 0.0
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Report Time Step ......... 00:01:00
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Wet Time Step ............ 00:05:00
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Dry Time Step ............ 00:05:00
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Routing Time Step ........ 1.00 sec
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Variable Time Step ....... YES
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Maximum Trials ........... 8
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Number of Threads ........ 1
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Head Tolerance ........... 0.005000 ft
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*********************
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Control Actions Taken
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*********************
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************************** Volume Depth
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Runoff Quantity Continuity acre-feet inches
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************************** --------- -------
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Total Precipitation ...... 0.500 1.000
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Evaporation Loss ......... 0.000 0.000
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Infiltration Loss ........ 0.000 0.000
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Surface Runoff ........... 0.482 0.964
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Final Storage ............ 0.019 0.038
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Continuity Error (%) ..... -0.116
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************************** Volume Volume
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Flow Routing Continuity acre-feet 10^6 gal
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************************** --------- ---------
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Dry Weather Inflow ....... 38.346 12.496
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Wet Weather Inflow ....... 0.482 0.157
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Groundwater Inflow ....... 0.000 0.000
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RDII Inflow .............. 0.000 0.000
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External Inflow .......... 14.380 4.686
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External Outflow ......... 44.585 14.529
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Flooding Loss ............ 8.619 2.809
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Evaporation Loss ......... 0.000 0.000
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Exfiltration Loss ........ 0.000 0.000
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Initial Stored Volume .... 0.000 0.000
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Final Stored Volume ...... 0.002 0.001
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Continuity Error (%) ..... 0.001
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***************************
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Time-Step Critical Elements
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***************************
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None
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********************************
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Highest Flow Instability Indexes
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********************************
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All links are stable.
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*********************************
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Most Frequent Nonconverging Nodes
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*********************************
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Convergence obtained at all time steps.
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*************************
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Routing Time Step Summary
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*************************
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Minimum Time Step : 0.50 sec
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Average Time Step : 1.00 sec
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Maximum Time Step : 1.00 sec
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% of Time in Steady State : 0.00
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Average Iterations per Step : 2.00
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% of Steps Not Converging : 0.00
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Time Step Frequencies :
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1.000 - 0.871 sec : 100.00 %
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0.871 - 0.758 sec : 0.00 %
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0.758 - 0.660 sec : 0.00 %
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0.660 - 0.574 sec : 0.00 %
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0.574 - 0.500 sec : 0.00 %
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***************************
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Subcatchment Runoff Summary
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***************************
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------------------------------------------------------------------------------------------------------------------------------
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Total Total Total Total Imperv Perv Total Total Peak Runoff
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Precip Runon Evap Infil Runoff Runoff Runoff Runoff Runoff Coeff
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Subcatchment in in in in in in in 10^6 gal CFS
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------------------------------------------------------------------------------------------------------------------------------
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S1 1.00 0.00 0.00 0.00 0.96 0.00 0.96 0.03 0.61 0.964
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S2 1.00 0.00 0.00 0.00 0.96 0.00 0.96 0.05 1.19 0.964
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S3 1.00 0.00 0.00 0.00 0.96 0.00 0.96 0.08 1.71 0.963
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******************
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Node Depth Summary
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******************
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---------------------------------------------------------------------------------
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Average Maximum Maximum Time of Max Reported
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Depth Depth HGL Occurrence Max Depth
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Node Type Feet Feet Feet days hr:min Feet
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---------------------------------------------------------------------------------
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J1 JUNCTION 15.00 15.00 35.73 0 00:00 15.00
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J3 JUNCTION 1.98 2.37 8.91 0 10:00 2.37
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J4 OUTFALL 0.00 0.00 0.00 0 00:00 0.00
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J2 STORAGE 0.00 0.00 13.39 0 00:00 0.00
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*******************
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Node Inflow Summary
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*******************
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-------------------------------------------------------------------------------------------------
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Maximum Maximum Lateral Total Flow
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Lateral Total Time of Max Inflow Inflow Balance
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Inflow Inflow Occurrence Volume Volume Error
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Node Type CFS CFS days hr:min 10^6 gal 10^6 gal Percent
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-------------------------------------------------------------------------------------------------
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J1 JUNCTION 9.61 9.61 0 10:00 14.1 14.1 0.005
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J3 JUNCTION 2.71 12.12 0 10:00 1.64 14.5 0.001
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J4 OUTFALL 0.00 12.12 0 10:00 0 14.5 0.000
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J2 STORAGE 2.19 9.41 0 10:00 1.61 12.9 0.000
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**********************
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Node Surcharge Summary
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**********************
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Surcharging occurs when water rises above the top of the highest conduit.
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---------------------------------------------------------------------
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Max. Height Min. Depth
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Hours Above Crown Below Rim
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Node Type Surcharged Feet Feet
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---------------------------------------------------------------------
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J1 JUNCTION 58.00 14.000 0.000
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*********************
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Node Flooding Summary
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*********************
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Flooding refers to all water that overflows a node, whether it ponds or not.
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--------------------------------------------------------------------------
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Total Maximum
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Maximum Time of Max Flood Ponded
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Hours Rate Occurrence Volume Depth
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Node Flooded CFS days hr:min 10^6 gal Feet
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--------------------------------------------------------------------------
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J1 58.00 4.01 0 00:00 2.808 0.000
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**********************
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Storage Volume Summary
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**********************
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------------------------------------------------------------------------------------------------
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Average Avg Evap Exfil Maximum Max Time of Max Maximum
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Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow
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Storage Unit 1000 ft³ Full Loss Loss 1000 ft³ Full days hr:min CFS
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------------------------------------------------------------------------------------------------
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J2 0.001 0.0 0.0 0.0 0.001 0.0 0 00:00 9.41
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***********************
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Outfall Loading Summary
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***********************
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-----------------------------------------------------------
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Flow Avg Max Total
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Freq Flow Flow Volume
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Outfall Node Pcnt CFS CFS 10^6 gal
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-----------------------------------------------------------
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J4 100.00 9.30 12.12 14.528
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-----------------------------------------------------------
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System 100.00 9.30 12.12 14.528
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********************
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Link Flow Summary
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********************
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-----------------------------------------------------------------------------
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Maximum Time of Max Maximum Max/ Max/
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|Flow| Occurrence |Veloc| Full Full
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Link Type CFS days hr:min ft/sec Flow Depth
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-----------------------------------------------------------------------------
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C1:C2 CONDUIT 7.22 0 00:01 18.36 0.90 0.50
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C2 PUMP 9.41 0 10:00
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C3 WEIR 12.12 0 10:00 0.47
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***************************
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Flow Classification Summary
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***************************
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-------------------------------------------------------------------------------------
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Adjusted ---------- Fraction of Time in Flow Class ----------
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/Actual Up Down Sub Sup Up Down Norm Inlet
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Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl
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-------------------------------------------------------------------------------------
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C1:C2 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00
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*************************
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Conduit Surcharge Summary
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*************************
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----------------------------------------------------------------------------
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Hours Hours
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--------- Hours Full -------- Above Full Capacity
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Conduit Both Ends Upstream Dnstream Normal Flow Limited
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----------------------------------------------------------------------------
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C1:C2 0.01 58.00 0.01 0.01 0.01
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***************
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Pumping Summary
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***************
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---------------------------------------------------------------------------------------------------------
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Min Avg Max Total Power % Time Off
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Percent Number of Flow Flow Flow Volume Usage Pump Curve
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Pump Utilized Start-Ups CFS CFS CFS 10^6 gal Kw-hr Low High
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---------------------------------------------------------------------------------------------------------
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C2 100.00 1 0.00 8.25 9.41 12.888 196.88 0.0 0.0
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Analysis begun on: Thu Feb 12 14:58:28 2026
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Analysis ended on: Thu Feb 12 14:58:29 2026
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Total elapsed time: 00:00:01

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