The Analyze Menu provides the commands for analyzing the model.
This page contains the following topics:
This menu command is used to commence analysis of the network. The data is first checked for consistency and, if it is found to be sound, the network can be analysed and the analysis engine is invoked. If there is a problem with the model, a window showing all the data inconsistency errors is displayed. The errors and warnings shown may be re-displayed by selecting the Show Errors menu command.
The mandatory consistency checks performed at this stage generally concern relationships between data items and are outlined in more detail in Utilities.
If no errors or warnings are detected there will be no errors or warnings listed in the error log. The simulation window will appear and the engine will begin the simulation, showing the progress of the model analysis.
The Solve Manager is an alternative and faster way to solve your model. This is beneficial if you have to solve a number of runs, as the application would process them simultaneously. You can take what would be Scenario runs, Global Storm runs, or just several models, and run them in parallel. This functionality makes a substantial increase in the speed of your run, because you can perform them more than one at a time, depending on your computer hardware.
Limitations:
- For performance reasons, the number of concurrent solves should not exceed the number of physical cores. Each core allows for two concurrent solves.
- For 2D models with scenarios, 2D results are not loaded automatically. They can be loaded manually as needed by using Add XMDF Result File, which is accessed by right-clicking the 2D Results item in the Layers Control Panel.
- For information about the additional IT requirements, refer to the section Additional IT Security Requirements.
To run Solve Manager:
- Go to the Analyze ribbon and select Solve Manager.
The application will solve the various scenarios simultaneously.
The lower left-hand corner of the dialog shows that the run is successful.
In the EngineViewer dialog, the start processing time and the completed processing time is shown, as well at the location of the input file.
- If you want to run specific scenarios, select the check box under the Solve column for these scenarios and then click Solve.
- To load 1D Results:
- In the Reload 1D Results dialog, select the scenarios that you want to load. By default, all scenarios are selected.
- Click Load Results.
- To view the output file:
- In the Base Scenario drop-down list, select the scenario that you want to view:
- Go to Analyze > Show Output Logs, and then select 1D, 2D, or 2D FV Log, depending on your model.
- The output file will be displayed in your default text editor application. The location of the output (*.out) file is shown in the dialog.
- Alternatively, you can browse to the folder in Windows Explorer where the output file is located. The output file (*.out) will be saved in the same folder as the input file.
- Open the output file (*.out) in any text editor (for example, Notepad) to view the output.
The Solve Manager dialog is an interface that allows you to easily view input files or delete them. The headings specify the input file you selected, the type of engine, the date and time of your last solve, as well as the messages and output file location of your run.
The following columns and functionalities are available in the Solve Manager dialog:
Filename – The file name of the input file.
Engine – The type of engine used for the run. This is set to SWMM 4 (64 bit SP).
Last Solve – Date and time when the model file is last solved.
Messages – Shows the verbose messages from the engine regarding the execution of the run.
Logs – Location of the output file (*.out).
and 
– Use these buttons to move an input file either up or down your list, respectively.
Delete – This button allows you to remove an input file from your list. To delete an input file:
- Highlight and select the file you want to delete.
- Click the Delete button
Clear – This button removes the list of the items solved.
Solve – This button starts the parallel run for all your selected input files.
Stop – This buttons stops all the simulations.
Pause – This button prevents any additional solves being launched.
Resume – This button resumes the simulations.
The Engine Viewer allows you to view the status of concurrent job runs. It gives you information such as the full path name of the input file, time started, and time completed. By default, Solve Manager calls the Engine Viewer and starts it automatically. When started, it listens to any Solve Manager client solve request.
The Clear button deletes the message in the window.
Additional IT Security Requirements
In the event that you are working in an environment where you do not have full administrator rights or have set of IT policies that prevents you from accessing ports and adding firewall rules, you can let your IT administrator set them for you. Otherwise, the installer would do it for you automatically. You can check the installer logs for further information if it fails. If you experience any error in running Solve Manager, perform the following steps with the help of your IT administrator.
- Register Solve Manager service:
Run the following command in the command line:
"netsh http add urlacl url=http://+:8000/ user=everyone".
This allows the service to use port 8000. Without registering this url, Solve Manager will not be able to solve. To rollback this command, you can run:
netsh http delete urlacl url=http://+:8000/
- Add rule in firewall to allow port usage against the firewall:
Most organizations will block anyone from changing the IT policies. In this event, you can run the following in command line
netsh advfirewall firewall add rule name="XPSWMM2018.1" dir=in action=allow program="C:\Program Files\Innovyze\xpswmm2019.1\SolveManager\SWMM5Service.exe" enable=yes
To rollover, you can run:
netsh advfirewall firewall delete rule name="XPSWMM2018.1"
Take note that name is the product name. You can change the version number depending on what you are using. The program= is where the install path of SWMM5Service.exe in your machine.
Show Errors will re-display the "error.log" file that is created when a network is solved. This enables the user to systematically correct any errors encountered without the need to print the error log or to re-solve the network.
This command loads the output logs generated by the software during analysis. The 1D, 2D, and 2D Extreme output logs can be viewed, if available.
Current Directory: C:\PROGRA~2\XPSOLU~1\XPSWMM~1
Engine Name: C:\PROGRA~2\XPSOLU~1\XPSWMM~1\SWMMEN~2.EXE
Input File : \GettingStarted\16 - 1D-2D Flooding\1D-2D_Flooding01_completed.XP
*===============================================*
| xpswmm |
| Storm and Wastewater Management Model |
| Developed by XP Solutions Inc. |
|===============================================|
| |
| Last Update : June, 2014 |
| Interface Version: 2012 |
| Engine Version : 12.0 |
| Data File Version: 12.6 |
| |
| |
*===============================================*
Engine Name: C:\PROGRA~2\XPSOLU~1\XPSWMM~1\SWMMEN~2.EXE
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JOT.US
Output File to Layer # 1 JOT.US
*===========================================================*
| Configuration Parameters |
| Configuration Parameters, both those that are hardwired |
| and those added to the simulation are listed below. |
| Configuration Parameters that start with a $ are set in |
| the engine as defaults. The remaining in UPPERCASE |
| have been added to the simulation in the Configuration-> |
| Configuration Parameters dialog or as Engine Defaults in |
| the SWMXP.INI file. |
| |
| Consult the Help File for the specific meaning/purpose |
| of any particular parameter. |
| |
| Note: |
| The second column denotes the value of the parameter. |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
$ecloss 0.0000 1 77
$exout 0.0000 0 97
$spatial = 0.90 0.9000 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
$nogrelev 0.0000 1 161
$ncmid 0.0000 0 164
$new_nl_97 0.0000 2 290
SCSIADEPTH=ON 0.0000 1 293
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.01 0.0001 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
$minlen=30.0 30.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
VERT_WALLS=ON 0.0000 1 389
$min_ts = 1.0 1.0000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
SUBCATCHMENT_RES=ON 0.0000 1 419
$relax_depth = on 0.0000 1 427
$saveallpts = on 0.0000 1 434
$channel_geometry=1 0.0000 1 456
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 0
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 4
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 4
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 0
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 1
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 0
Number of Natural channels (NNC).................... 4
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 1
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 5
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 1
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 4
Number of Plugs in a Storage Treatment Unit......... 1
XXX End of Header Section XXX
#######################################################
# Entry made to the HYDRAULIC Layer of XP-SWMM #
# Last Updated in June, 2014 by XP Solutions #
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow & Outflow Listing |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 2014 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 3600
Length of integration step is...... 5.00 seconds
Simulation length.................. 5.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use U.S. customary units for I/O... 0
Printing starts in cycle........... 1
Intermediate printout intervals of. 500 cycles
Intermediate printout intervals of. 41.67 minutes
Summary printout intervals of...... 500 cycles
Summary printout time interval of.. 41.67 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00050
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.85000
Time weighting parameter........ 0.85000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 20.00000
Initial Condition Smoothing..... 0
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.00000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 12.57 square feet.
Minimum Junction/Conduit Depth...... 0.00001 feet.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1000.00 feet.
NJSW input hydrograph junctions..... 1
or user defined hydrographs....
Natural Cross-Section information for Channel Link1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.0 ft Maximum Elevation : 528.55 ft.
Main Channel Length : 491.5 ft Maximum Depth : 10.18 ft.
Right Overbank Length : 10.0 ft Maximum Section Area : 220.5387 ft^2
Maximum hydraulic radius : 2.61 ft.
Manning N : 0.100 to Station 32.9 Max topwidth : 79.52 ft.
" " : 0.045 in main Channel Maximum Wetted Perimeter : 8.46E+01 ft
" " : 0.100 Beyond station 68.0 Max left bank area : 24.79 ft^2
Max right bank area : 4.36 ft^2
Allowable Encroachment Depth : 0.00 ft Max center channel area : 191.3927 ft^2
Natural Cross-Section information for Channel Link2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 10.0 ft Maximum Elevation : 529.46 ft.
Main Channel Length : 188.7 ft Maximum Depth : 13.03 ft.
Right Overbank Length : 10.0 ft Maximum Section Area : 500.7816 ft^2
Maximum hydraulic radius : 2.46 ft.
Manning N : 0.100 to Station 90.2 Max topwidth : 196.09 ft.
" " : 0.045 in main Channel Maximum Wetted Perimeter : 2.04E+02 ft
" " : 0.100 Beyond station 132.8 Max left bank area : 117.45 ft^2
Max right bank area : 135.51 ft^2
Allowable Encroachment Depth : 0.00 ft Max center channel area : 247.8196 ft^2
Natural Cross-Section information for Channel Link3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 10.0 ft Maximum Elevation : 528.88 ft.
Main Channel Length : 399.2 ft Maximum Depth : 13.79 ft.
Right Overbank Length : 10.0 ft Maximum Section Area : 1596.544 ft^2
Maximum hydraulic radius : 4.21 ft.
Manning N : 0.100 to Station 259.0 Max topwidth : 374.33 ft.
" " : 0.045 in main Channel Maximum Wetted Perimeter : 3.79E+02 ft
" " : 0.100 Beyond station 357.0 Max left bank area : 496.18 ft^2
Max right bank area : 45.65 ft^2
Allowable Encroachment Depth : 0.00 ft Max center channel area : 1054.708 ft^2
Natural Cross-Section information for Channel Link4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 10.0 ft Maximum Elevation : 529.92 ft.
Main Channel Length : 464.5 ft Maximum Depth : 16.47 ft.
Right Overbank Length : 10.0 ft Maximum Section Area : 1899.166 ft^2
Maximum hydraulic radius : 6.38 ft.
Manning N : 0.100 to Station 154.5 Max topwidth : 288.45 ft.
" " : 0.045 in main Channel Maximum Wetted Perimeter : 2.98E+02 ft
" " : 0.100 Beyond station 227.7 Max left bank area : 858.11 ft^2
Max right bank area : 255.98 ft^2
Allowable Encroachment Depth : 0.00 ft Max center channel area : 785.0803 ft^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid Hazen
Inp Conduit Length Conduit Area Manning Max Width Depth Side Williams
Num Name (ft) Class (ft^2) Coef. (ft) (ft) Slopes c-factor
---- ---------------- ---------- ---------- ------- ------- --------- ----- ------- -------
1 Link1 491.4700 Natural 220.5387 0.0450 79.5150 10.1770
2 Link2 188.7100 Natural 500.7816 0.0450 196.0940 13.0290
3 Link3 399.2100 Natural 1596.5436 0.0450 374.3310 13.7910
4 Link4 464.4900 Natural 1899.1662 0.0450 288.4500 16.4660
Total length of all conduits .... 1543.8800 feet
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
Link1 0.10
Link2 0.24
Link3 0.15
Link4 0.16
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.7224E+06 cubic feet
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...Link4 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cfs Depth-ft Flow (%)
--- --------------- --------- --------- --------- -------- -------- ---------
1 Node1 530.5820 528.5470 518.3700 0.0000 0.0000 100.0000
2 Node2 532.0670 529.4610 516.4320 0.0000 0.0000 100.0000
3 Node3 531.6390 528.8810 515.0900 0.0000 0.0000 100.0000
4 Node4 533.2090 529.9160 513.4500 0.0000 0.0000 100.0000
5 Node5 538.0750 534.7820 518.3160 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 Node1 0.0000 0.0000 2D Spill Normal 0 0.0000
2 Node2 0.0000 0.0000 2D Spill Normal 0 0.0000
3 Node3 0.0000 0.0000 2D Spill Normal 0 0.0000
4 Node4 0.0000 0.0000 2D Spill Normal 0 0.0000
5 Node5 0.0000 0.0000 2D Spill Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 Link1 Node1 Node2 518.3700 516.4320 No Design
2 Link2 Node2 Node3 516.4320 515.0900 No Design
3 Link3 Node3 Node4 515.0900 513.4500 No Design
4 Link4 Node5 Node4 518.3160 513.4500 No Design
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
Link1 866.1428 0.0039
Link2 2538.5750 0.0071
Link3 8809.6577 0.0041
Link4 22084.6846 0.0105
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
Node1/ 0.00 / 518.37 Node2/ 0.00 / 516.43 Node3/ 0.00 / 515.09
Node4/ 0.00 / 513.45 Node5/ 0.00 / 518.32
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
Link1/ 0.00 Link2/ 0.00 Link3/ 0.00
Link4/ 0.00
Conduit/ Velocity
Link1/ 0.00 Link2/ 0.00 Link3/ 0.00
Link4/ 0.00
Conduit/ Cross Sectional Area
Link1/ 0.00 Link2/ 0.00 Link3/ 0.00
Link4/ 0.00
Conduit/ Hydraulic Radius
Link1/ 0.00 Link2/ 0.00 Link3/ 0.00
Link4/ 0.00
Conduit/ Upstream/ Downstream Elevation
Link1/ 516.43/ 516.43 Link2/ 515.09/ 515.09 Link3/ 513.45/ 513.45
Link4/ 513.45/ 513.45
######## Important Information ########
Start time of user hydrographs was... 0.000000000000000E+000
Start time of the simulation was..... 0.000000000000000E+000
Found a match between user hydrograph and simulation start time.
================================================================================
===> System inflows (data group K3) at 0.00 hours ( Junction / Inflow,cfs )
Node1 / 0.00E+00
# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # #
===> System inflows (data group K3) at 0.00 hours ( Junction / Inflow,cfs )
Node1 / 1.20E+01
# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # #
Cycle 500 Time 0 Hrs - 41.67 Min
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
Node1/ 5.11 / 523.48 Node2/ 5.32 / 521.76 Node3/ 5.43 / 520.52
Node4/ 7.06 / 520.51 Node5/ 2.19 / 520.51
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
Link1/ 161.86 Link2/ 152.27 Link3/ 93.95 Link4/ -19.07
# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # #
===> System inflows (data group K3) at 1.00 hours ( Junction / Inflow,cfs )
Node1 / 5.00E+01
# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # #
Cycle 1000 Time 1 Hrs - 23.33 Min
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
Node1/ 8.76 / 527.13 Node2/ 9.64 / 526.08 Node3/ 9.99 / 525.08
Node4/ 11.62 / 525.07 Node5/ 6.66 / 524.98
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
Link1/ 521.44 Link2/ 503.26 Link3/ 492.01 Link4/ -446.56
# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # #
===> System inflows (data group K3) at 2.00 hours ( Junction / Inflow,cfs )
Node1 / 0.00E+00
# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # #
Cycle 1500 Time 2 Hrs - 5.00 Min
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
Node1/ 10.83 / 529.20 Node2/ 11.53 / 527.96 Node3/ 11.12 / 526.21
Node4/ 12.71 / 526.16 Node5/ 7.69 / 526.01
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
Link1/ 964.81 Link2/ 970.27 Link3/ 961.50 Link4/ -837.26
Cycle 2000 Time 2 Hrs - 46.67 Min
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
Node1/ 9.91 / 528.28 Node2/ 10.57 / 527.00 Node3/ 10.63 / 525.72
Node4/ 12.25 / 525.70 Node5/ 7.28 / 525.59
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
Link1/ 623.17 Link2/ 641.61 Link3/ 652.74 Link4/ -631.44
Cycle 2500 Time 3 Hrs - 28.33 Min
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
Node1/ 7.33 / 525.70 Node2/ 8.70 / 525.13 Node3/ 9.73 / 524.82
Node4/ 11.37 / 524.82 Node5/ 6.46 / 524.77
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
Link1/ 271.13 Link2/ 278.24 Link3/ 289.06 Link4/ -309.59
# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # #
===> System inflows (data group K3) at 4.00 hours ( Junction / Inflow,cfs )
Node1 / 0.00E+00
# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # #
Cycle 3000 Time 4 Hrs - 10.00 Min
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
Node1/ 5.00 / 523.37 Node2/ 6.96 / 523.39 Node3/ 8.31 / 523.40
Node4/ 9.95 / 523.40 Node5/ 5.08 / 523.40
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
Link1/ 1.12 Link2/ 4.00 Link3/ 11.80 Link4/ -26.14
Cycle 3500 Time 4 Hrs - 51.67 Min
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
Node1/ 4.62 / 522.99 Node2/ 6.56 / 522.99 Node3/ 7.90 / 522.99
Node4/ 9.54 / 522.99 Node5/ 4.67 / 522.98
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
Link1/ 0.16 Link2/ 1.28 Link3/ 2.94 Link4/ -4.08
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
Node1 18.6077 46.5192 18000.0000
Node2 37.7667 50.0000 0.0000
Node3 50.0000 50.0000 0.0000
Node4 37.0265 50.0000 0.0000
Node5 17.1887 42.9718 0.0000
The junction requiring the smallest time step was...Node1
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
Link1 32.5693 32.5693 50.0000 300.0000 0.4936 2.4190 Normal Soln
Link2 12.1354 12.1354 40.1967 0.0000 0.4185 0.8353 Normal Soln
Link3 25.8851 25.8851 50.0000 0.0000 1.1158 0.2585 Normal Soln
Link4 35.0255 35.0255 50.0000 0.0000 1.5967 0.0889 Normal Soln
The conduit with the smallest time step limitation was..Link1
The conduit with the largest wobble was.................Link1
The conduit with the largest flow change in any
consecutive time step...................................Link4
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 5.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
Node1/ 4.59 / 522.96/ Node2/ 6.52 / 522.96/ Node3/ 7.87 / 522.96/
Node4/ 9.51 / 522.96/ Node5/ 4.65 / 522.96/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
Link1/ -0.34 / Link2/ 0.01 / Link3/ 1.28 /
Link4/ -3.04 /
Conduit/ Velocity
Link1/ 0.00 / Link2/ 0.00 / Link3/ 0.00 /
Link4/ -0.01 /
Conduit/ Width
Link1/ 23.46 / Link2/ 14.38 / Link3/ 81.80 /
Link4/ 99.77 /
Junction/ EGL
Node1/ 4.59 / Node2/ 6.52 / Node3/ 7.87 /
Node4/ 9.51 / Node5/ 4.65 /
Junction/ Freeboard
Node1/ 7.62 / Node2/ 9.11 / Node3/ 8.68 /
Node4/ 10.25 / Node5/ 15.11 /
Junction/ Max Volume
Node1/ 136.65 / Node2/ 145.05 / Node3/ 139.82 /
Node4/ 159.83 / Node5/ 96.90 /
Junction/Total Fldng
Node1/ 0.00 / Node2/ 0.00 / Node3/ 0.00 /
Node4/ 0.00 / Node5/ 0.00 /
Conduit/ Cross Sectional Area
Link1/ 74.51 / Link2/ 51.79 / Link3/ 518.01 /
Link4/ 272.01 /
Conduit/ Final Volume
Link1/ 36620.24 / Link2/ 9773.07 / Link3/ 206794.82 /
Link4/ 126346.66 /
Conduit/ Hydraulic Radius
Link1/ 2.74 / Link2/ 2.61 / Link3/ 6.05 /
Link4/ 2.61 /
Conduit/ Upstream/ Downstream Elevation
Link1/ 522.96/ 522.96 Link2/ 522.96/ 522.96 Link3/ 522.96/ 522.96/
Link4/ 522.96/ 522.96
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 3600
Total number of passes in the simulation........ 26394
Total number of time steps during simulation.... 21600
Ratio of actual # of time steps / NTCYC......... 6.000
Average number of iterations per time step...... 1.222
Average time step size(seconds)................ 0.833
Smallest time step size(seconds)................ 5.000
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 5.000
Average minimum implicit time step (sec)........ 1.000
Average minimum junction time step (sec)........ 1.000
Average Courant Factor Tf....................... 1.000
Number of times omega reduced................... 0
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
Node1 0 2.38 51434 0 20 15 0 0
Node2 0 3.19 68833 0 18 48 0 0
Node3 0 3.09 66669 0 16 17 0 0
Node4 0 2.72 58786 0 15 3 0 0
Node5 0 1.73 37475 0 9 0 0 0
Total number of iterations for all junctions.. 283197
Minimum number of possible iterations......... 108000
Efficiency of the simulation.................. 2.62
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Feet of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name feet feet feet Hr. Min. Elevation feet ft^2 feet feet ft/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
Node1 530.5820 528.5470 529.2447 2 0 0.6977 1.3373 12.5660 0.0000 0.0000 0.0000
Node2 532.0670 529.4610 527.9752 2 2 0.0000 4.0918 12.5660 0.0000 0.0000 0.0000
Node3 531.6390 528.8810 526.2166 2 7 0.0000 5.4224 12.5660 0.0000 0.0000 0.0000
Node4 533.2090 529.9160 526.1695 2 8 0.0000 7.0395 12.5660 0.0000 0.0000 0.0000
Node5 538.0750 534.7820 526.0275 2 8 0.0000 12.0475 12.5660 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Water Ratio
Design Design Vertical Computed of Computed of Max. to Elev at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cfs) (ft/s) (in) (cfs) Hr. Min. (ft/s) Hr. Min. Flow (ft) (ft)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
Link1 866.1428 3.9274 122.1263 991.8949 2 0 3.6032 1 25 1.1452 529.2447 527.9752 1.069 1.134 *
Link2 2538.575 5.0692 156.3480 984.5772 2 1 4.6947 0 35 0.3878 527.9752 526.2166 0.886 0.854
Link3 8809.658 5.5180 165.4920 967.9461 2 1 1.1296 2 1 0.1099 526.2166 526.1695 0.807 0.922
Link4 22084.68 11.6286 197.5920 -840.861 2 7 -1.0429 2 4 -0.0381 526.1695 526.0273 0.477 0.764
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See Figure 17-1 in the |
| manual for further information. |
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(ft^2) (ft^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
Link1 0.0139 299.9861 0.0000 0.0000 3.7251 302.0631 39.5136
Link2 0.0417 299.9583 0.0000 0.0000 3.1803 232.6782 45.7770
Link3 0.2083 299.7917 0.0000 0.0000 6.7308 1012.3854 13.4028
Link4 31.1111 268.8889 0.0000 0.0000 4.4353 483.7806 10.6305
*===========================================*
| Table E12. Mean Conduit Flow Information |
*===========================================*
Mean Total Mean Low Mean Mean Mean Mean
Conduit Flow Flow Percent Flow Froude Hydraulic Cross Conduit
Name (cfs) (ft^3) Change Weightng Number Radius Area Roughness
--------------- -------- -------- -------- -------- ------ -------- ------- ---------
Link1 347.5198 6255356.5 0.4415 1.0000 0.1544 2.6632 122.0950 0.0461
Link2 346.1713 6231083.9 0.4100 0.9999 0.2341 2.3131 102.9984 0.0463
Link3 339.9748 6119546.3 0.3903 0.9993 0.0407 5.3997 599.0228 0.0457
Link4 -307.6805 -5538249. 0.3183 0.8962 0.0327 2.7274 453.7143 0.0485
*===============================================================*
| Table E13. Channel losses(H), headwater depth (HW), tailwater |
| depth (TW), critical and normal depth (Yc and Yn). |
| Use this section for culvert comparisons |
*===============================================================*
Conduit Maximum Head Friction Critical Normal HW TW
Name Flow Loss Loss Depth Depth Elevat Elevat
--------------- --------- --------- --------- --------- --------- --------- ---------
Link1 991.4272 0.0000 1.9279 7.0959 11.3683 529.2447 527.9675 Max Flow
Link2 984.5691 0.0000 2.2916 8.6330 11.5964 527.9750 526.1661 Max Flow
Link3 967.7195 0.0000 1.1314 2.2382 3.8757 526.1663 526.1154 Max Flow
Link4 -3.0388 0.0000 0.0993 0.0707 0.1349 522.9614 522.9609 Max Flow
*==========================================================*
| Table E13a. CULVERT ANALYSIS CLASSIFICATION, |
| and the time the culvert was in a particular |
| classification during the simulation. The time is |
| in minutes. The Dynamic Wave Equation is used for |
| all conduit analysis but the culvert flow classification |
| condition is based on the HW and TW depths. |
*==========================================================*
Mild Mild Steep Mild Mild
Slope Slope TW Slope TW Slug Flow Slope Slope
Critical D Control Insignf Outlet/ TW > D TW <= D
Conduit Outlet Outlet Entrance Entrance Outlet Outlet Outlet Inlet Inlet
Name Control Control Control Control Control Control Control Control Configuration
--------------- --------- --------- --------- --------- --------- --------- --------- --------- -------------
Link1 1.0000 254.0000 0.0000 0.0000 45.0000 0.0000 0.0000 0.0000 None
Link2 32.0000 268.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
Link3 0.0000 300.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
Link4 0.0000 269.0000 31.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
Link1 0.0000 262.8611 0.0556 0.0000
Link2 0.0278 182.5139 7.9444 0.0000
Link3 9.8194 298.2222 0.0000 0.0000
Link4 0.0000 0.0000 0.0000 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
Link1 0.7034 4.9559 0.4859 20.1587 968.9611 2.7752 28.6593 195.5162 5.7109 286.5935 96090.355 57.1094 10.2946
Link2 0.6358 5.3373 0.9833 10.9594 935.4235 38.1942 17.2386 175.2607 38.8439 172.3858 33073.448 388.4394 11.3247
Link3 0.0778 1.0720 0.1203 7.8194 958.0166 2.1101 100.4848 893.6876 17.5453 1004.8477 356769.03 175.4527 12.1484
Link4 0.3752 2.1294 0.0553 39.0526 801.7990 0.0098 104.0979 376.5438 0.1777 1040.9795 174900.81 1.7773 10.8806
*========================================================*
| Table E14a - Natural Channel Encroachment Information |
*========================================================*
<------- Existing Conveyance Condition -------> <----- Encroachment Conveyance Condition -----> <- % Volume --> <-- Encroachment Data -->
Conduit Left Centre Right Total Left Right Left Centre Right Total Left Right Reduction Depth
Name Bank Channel Bank Station Station Bank Channel Bank Station Station Left Right Incr. Method
---------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -----------------
Link1 386.00 18553.6 53.139 18992.8 -.1E-03 79.515 386.00 18553.6 53.139 18992.8 -.1E-03 79.515 0.0000 0.0000 0.0000 None
Link2 156.10 13323.6 544.02 14023.8 53.986 175.19 156.10 13323.6 544.02 14023.8 53.986 175.19 0.0000 0.0000 0.0000 None
Link3 1020.2 124994. 275.30 126289. 173.37 372.96 1020.2 124994. 275.30 126289. 173.37 372.96 0.0000 0.0000 0.0000 None
Link4 1691.9 34737.5 0.4257 36429.8 139.53 230.43 1691.9 34737.5 0.4257 36429.8 139.53 230.43 0.0000 0.0000 0.0000 None
*==================================*
| Table E14b - Floodplain Mapping |
*==================================*
Conduit Upstream Downstream Channel Center <----- Left Offsets ------> <----- Right Offsets ------> <- Channel Widths->
Name WS Elev. WS Elev. Length Station Natural Encroach Bank Natural Encroach Bank Total Encroach.
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
Link1 529.2447 527.9752 491.4700 56.1900 56.1901 56.1901 23.2520 23.3251 23.3251 11.8240 79.5152 79.5152
Link2 527.9752 526.2166 188.7100 121.2760 67.2901 67.2901 31.0620 53.9141 53.9141 11.5110 121.2041 121.2041
Link3 526.2166 526.1695 399.2100 326.8250 153.4503 153.4503 67.8410 46.1325 46.1325 30.1860 199.5829 199.5829
Link4 526.0273 526.1695 464.4900 207.2930 67.7634 67.7634 52.7460 23.1409 23.1409 20.3970 90.9042 90.9042
*=========================================================*
| Table E15 - SPREADSHEET INFO LIST |
| Conduit Flow and Junction Depth Information for use in |
| spreadsheets. The maximum values in this table are the |
| true maximum values because they sample every time step.|
| The values in the review results may only be the |
| maximum of a subset of all the time steps in the run. |
| Note: These flows are only the flows in a single barrel.|
*=========================================================*
Conduit Maximum Total Maximum Maximum ## Junction Invert Maximum
Name Flow Flow Velocity Volume ## Name Elevation Elevation
(cfs) (ft^3) (ft/s) (ft^3) ## (ft) (ft)
--------------- ---------- ---------- ---------- ---------- ## ---------------- --------- ---------
Link1 991.8949 6255356.527 3.6032 96434.0584 ## Node1 518.3700 529.2447
Link2 984.5772 6231083.929 4.6947 33634.2736 ## Node2 516.4320 527.9752
Link3 967.9461 6119546.342 1.1296 357949.3285 ## Node3 515.0900 526.2166
Link4 840.8614 5538249.345 1.0429 175943.5644 ## Node4 513.4500 526.1695
## Node5 518.3160 526.0275
*====================================================*
| Table E15a - SPREADSHEET REACH LIST |
| Peak flow and Total Flow listed by Reach or those |
| conduits or diversions having the same |
| upstream and downstream nodes. |
*====================================================*
Upstream Downstream Maximum Total
Node Node Flow Flow
(cfs) (ft^3)
--------------- ---------------- ---------- ---------
Node1 Node2 991.8949 6255356.53
Node2 Node3 984.5772 6231083.93
Node3 Node4 967.9461 6119546.34
Node5 Node4 840.8614 5538249.34
#########################################################
# Table E16. New Conduit Information Section #
# Conduit Invert (IE) Elevation and Conduit #
# Maximum Water Surface (WS) Elevations #
#########################################################
Conduit Name Upstream Node Downstream Node IE Up IE Dn WS Up WS Dn Conduit Type
--------------- ---------------- ---------------- --------- --------- --------- --------- -------------
Link1 Node1 Node2 518.3700 516.4320 529.2447 527.9752 Natural
Link2 Node2 Node3 516.4320 515.0900 527.9752 526.2166 Natural
Link3 Node3 Node4 515.0900 513.4500 526.2166 526.1695 Natural
Link4 Node5 Node4 518.3160 513.4500 526.0273 526.1695 Natural
*=============================================================================*
| Table E18 - Junction Continuity Error. Division by Volume added 11/96 |
| |
| Continuity Error = Net Flow + Beginning Volume - Ending Volume |
| ------------------------------------------------- |
| Total Flow + (Beginning Volume + Ending Volume)/2 |
| |
| Net Flow = Node Inflow - Node Outflow |
| Total Flow = absolute (Inflow + Outflow) |
| Intermediate column is a judgement on the node continuity error. |
| |
| Excellent < 1 percent Great 1 to 2 percent Good 2 to 5 percent |
| Fair 5 to 10 percent Poor 10 to 25 percent Bad 25 to 50 percent |
| Terrible > 50 percent |
*=============================================================================*
Junction <------Continuity Error -------> Remaining Beginning Net Flow Total Flow Failed to
Name Volume % of Node % of Inflow Volume Volume Thru Node Thru Node Converge
--------------- -------- ---------- ---------- -------- ---------- ---------- ---------- ---------
Node1 -6463.8391 -0.0516 0.1032 14178.2317 0.0000 7714.3925 12518546.08 0
Node2 3193.3660 0.0256 0.0510 19839.2429 0.0000 23032.6088 12487426.05 0
Node3 -10845.3392 -0.0874 0.1731 119968.6539 0.0000 109123.3147 12350630.88 0
Node4 9057.3063 0.0772 0.1446 156283.4768 0.0000 165340.7831 11658027.54 0
Node5 -17249.2961 -0.3103 0.2754 41989.2792 0.0000 24739.9831 5538249.345 0
The total continuity error was -22308. cubic feet
The remaining total volume was 3.52259E+05 cubic feet
Your mean node continuity error was Excellent
Your worst node continuity error was Excellent
*===================================================*
| Table E19 - Junction Inflow & Outflow Listing |
| Units are either ft^3 or m^3 |
| depending on the units in your model.|
*===================================================*
Constant User Interface DWF Inflow RNF Layer Inflow
Junction Inflow Inflow Inflow Inlow through Inflow from Outflow Evaporation Basin
Name to Node to Node to Node to Node Outfall to Node 2D Layer from Node from Node Infil.
--------------- ---------- ----------- ----------- ----------- ----------- ----------- ----------- ----------- ----------- -----------
Node1 0.0000 6.2640E+06 0.0000 0.0000 0.0000 0.0000 3110.1263 0.0000 0.0000 0.0000
Node2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 986.3089 2134.8244 0.0000 0.0000
Node3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6099 2201.4786 0.0000 0.0000
Node4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 230.7965 416085.1151 0.0000 0.0000
Node5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 5.5104E+06 0.0000 0.0000
*=====================================================*
| Table E20 - Junction Flooding and Volume Listing. |
| The maximum volume is the total volume |
| in the node including the volume in the |
| flooded storage area. This is the max |
| volume at any time. The volume in the |
| flooded storage area is the total volume|
| above the ground elevation, where the |
| flooded pond storage area starts. |
| The fourth column is instantaneous, the fifth is the|
| sum of the flooded volume over the entire simulation|
| Units are either ft^3 or m^3 depending on the units.|
*=====================================================*
Out of Passed to 2D cell
1D-System OR Volume Stored
Junction Surcharged Flooded (Flooded Maximum in allowed Flood
Name Time (min) Time(min) Volume) Volume Pond of 1D-System
--------------- ---------- --------- --------- --------- -----------------
Node1 58.6944 26.7778 0.0000 136.6514 0.0000
Node2 0.0000 44.8472 2134.8244 145.0517 2134.8244
Node3 0.0000 54.4028 2201.4786 139.8171 2201.4786
Node4 0.0000 176.0000 416085.1151 159.8333 416085.1151
Node5 0.0000 247.1806 5.5104E+06 96.9003 5.5104E+06
*==================================*
| Simulation Specific Information |
*==================================*
Number of Input Conduits.......... 4 Number of Simulated Conduits...... 4
Number of Natural Channels........ 4 Number of Junctions............... 5
Number of Storage Junctions....... 0 Number of Weirs................... 0
Number of Orifices................ 0 Number of Pumps................... 0
Number of Free Outfalls........... 0 Number of Tide Gate Outfalls...... 0
*=========================================================*
| Average % Change in Junction or Conduit is defined as: |
| Conduit % Change ==> 100.0 ( Q(n+1) - Q(n) ) / Qfull |
| Junction % Change ==> 100.0 ( Y(n+1) - Y(n) ) / Yfull |
*=========================================================*
The Conduit with the largest average change was..Link1 with 0.441 percent
The Junction with the largest average change was.Node5 with 0.093 percent
The Conduit with the largest sinuosity was.......Link1 with 2.419
*===================================================================*
| Table E21. Continuity balance at the end of the simulation |
| Junction Inflow, Outflow or Street Flooding |
| Error = Inflow + Initial Volume - Outflow - Final Volume |
*===================================================================*
Inflow Inflow Average
Junction Volume,ft^3 Inflow, cfs
--------------- ------------ -------------
Node1 6.26319E+06 347.9550
Node2 985.5936 0.0548
Node3 0.6047 0.0000
Node4 231.8550 0.0129
Node2 -2134.8244 -0.1186
Node3 -2201.4786 -0.1223
Node4 -416085.1151 -23.1158
Node5 -5.510E+06 -306.1314
Outflow Outflow Average
Junction Volume,ft^3 Outflow, cfs
--------------- ------------ ------------
Node2 2134.8244 0.1186
Node3 2201.4786 0.1223
Node4 416085.1151 23.1158
Node5 5.51036E+06 306.1314
*=====================================================*
| Initial system volume = 0.0000 Cu Ft |
| Total system inflow volume = 6.268328E+06 Cu Ft |
| Inflow + Initial volume = 6.268328E+06 Cu Ft |
*=====================================================*
| Total system outflow = 5.930786E+06 Cu Ft |
| Volume left (Final volume) = 352258.8845 Cu Ft |
| Evaporation = 0.0000 Cu Ft |
| Basin Infiltration = 0.0000 Cu Ft |
| Outflow + Final Volume = 6.283045E+06 Cu Ft |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.2348 |
| Error in Continuity, ft^3 = -14717.273 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Overall error was (minimum of Table E18 & E21) -0.2348 percent
Worst nodal error was in node Node5 with -0.3115 percent
Of the total inflow this loss was 0.2752 percent
Your overall continuity error was Excellent
Good Efficiency
Efficiency of the simulation 2.62
Most Number of Non Convergences at one Node 0.
Total Number Non Convergences at all Nodes 0.
Total Number of Nodes with Non Convergences 0.
#########################################################
# Table E23. New Basin Design Information #
# Maximum Hydraulic Grade Line, #
# Out Conduit Sizes and Maximum Flow #
#########################################################
A) Resize d/s Pipes based on given HGL
B) Resize Basin based on given HGL
C) Resize d/s Pipes and Basin based on HGL and max discharge
D) Resize d/s pipes based on given max discharge
Basin Name Type Max.HGL Conduit Depth Width Barrels Max.Flow
(ft) (ft) (ft) (ft^3/s)
--------------- ------ --------- --------------- ------- ------- --------- ---------
===> Hydraulic model simulation ended normally.
===> XP-SWMM Simulation ended normally.
===> Your input file was named :
===> Your output file was named :
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... March 16, 2015 Time... 14:17:20:23 |
| Ending Date... March 16, 2015 Time... 14:17:29:32 |
| Elapsed Time... 0.15150 minutes or 9.09000 seconds |
*==============================================================*
This command launches a dialog box that provides a summary of the 2D model simulation.
