Feature wrapper (#136)
this quite sizable commit does several things, but is primarily focussed on building a toolkit that can run simultaneous simulations/analyses within a shared memory space. Versions <=2.1 use a long list of global variables that prevent multiple instantiations on linux systems without resorting to compilation tricks (like duplicate binaries or similar via static linkage). This version uses a single "Project" pointer to encapsulate the network and analysis data. There are no changes to existing algo implementations other than to accomodate dereferencing of the passed-in pointers. A more detailed list of major changes below: - mirrors all “ENxxxx” function calls with “EN_xxxx” versions (note the underscore) that take an extra first parameter: a pointer to an EN_Project struct, which contains all network, hydraulic, quality, and associated data. - tweaks some code formatting to make it more readable - removes some deprecated/commented code that was sufficiently old - fixes implicit type-cast warnings * Added ENaddnode and ENaddlink functions * More memory reallocations * Added ENInit, ENsetheadcurveindex * Added ENdeletelink and ENdeletenode * restored default behavior for float types * fixed type * Added docstrings for ENinit * cleanup change * moves global rule variables to vars.h * migrates rule structs to typedefs for better readability * char types to proper enums fixes #93 * Change some variable declarations for compatibility Changes to keep compatibility with C89 compilers: variables must be declared at the top of the functions. Remove the use of EN_LinkType in function call as it is not compatible with ENgetnodetype. * Moved declaration of idstodelete to top of function * Updated ENinit function and headers Updated header files with new functions Updated def file with new functions For ENinit changes names of parameters #98 Added enum for headloss formula * Missed these files in 1a033fc * migrates char types to enums fixes #93, supports unified link/node type enums, rather than public/private redefinitions * removing links in reverse-index order maintains proper indexing fixes #96 * style * clarifies curve getter units issue (dox) closes #95 * fixes link/node confusion in ENsetlinktype partially reverts a3bce95dc330a5a297634a303d438e2e1bc41cc9 * partial compilation fix * fixes dox issue * fixes allocation issues with enums - updates style in various places - introduces FlowDirection enum - use snprintf to prevent overflow * fixes enum type cast * updated mac project settings * Use of _snprintf on Windows and remove DLLEXPORT from mempool.h snprintf it not compatible on Windows so we use _snprintf mempool gave starnge compilation errors while removing DLLEXPORT worked. Not sure why these functions needed to be exposed in the DLL? * Revert "Use of _snprintf on Windows and remove DLLEXPORT from mempool.h" This reverts commit 6238f77d47fa0feaabe5836043c006937de433a2. * use of _snprintf instead of snprintf on Windows and removed DLLEXPORT from mempool.h Had compilation errors on mempool.h. Removed DLLEXPORT so solve it. Not sure why there was a need to expose these functions? * Shift indices for Links in ENaddnode Need to shift indices for Links not just Pipes since a pump could be connected directly to a reservoir. Also set the defult base demand to zero (was 5). * Set defualts for madatory link properties in ENaddlink and small fix for ENsetheadcurveindex Relates to #102 and closes #103 * wraps globals into structs, duplicates api functions with objective versions * parse and serialize Comment field for network elements related to #47 * adds getter for head/efficiency curve in EN_getlinkvalue * adds getter for event node index … to return the index of the junction (tank) that triggered the event. * fixes edge case in parsing … where inp files without demands in [JUNCTIONS] and without any [DEMAND] categories will fail. * adds freeing function for project pointer * removes redundant string literals, fixes overrun issue in error message getter function * check for hydraulics already closed * moving error definitions to data file * deprecates ENR err message getter (unused) * updates location of errors data file also begins to expose blind structs to curves and patterns, anticipating buildout of APIs for those. * updates CLI output to reflect executable name as invoked relates to #109 * Feature nrtest (#131) * Initial commit EPANET testing tools. * Initial commit for epanet-nrtestsuite * SWIG wrapper for EPANET outputapi (#118) * Removed pervious version of outputapi and wrapper * SWIG wrapper for EPANET outputapi * Patching cmake build script fixed target for outputapi * Build failing on deprecated test script * Minor changes. Responding to review comments. * Feature nrtest (#121) * Configured python setup to automatically build nrtest tools. * Working on build / testing automation * Adding EPANET 2.0.12 benchmark * Updated Travis yml to run nrtest * Fixing InsecurePlatformWarning * Fixing InsecurePlatformWarning again * Fixing InsecurePlatformWarning * Fixing InsecurePlatformWarning * Fixing InsecurePlatformWarning * Update .travis.yml * Update .travis.yml * Update .travis.yml * Update .travis.yml * Working on configuring python environment and building test tools under Travis CI. * Making gen-config.sh and run-nrtest.sh executable * Debugging .travis.yml * Debugging .travis.yml * Debugging .travis.yml again * Debugging .travis.yml again * debugging travis setup * debugging Travis setup * debugging Travis setup * debugging Travis setup * debugging Travis setup * debugging Travis setup * debugging Travis setup * debugging Travis setup * debugging Travis setup * debugging Travis setup * debugging Travis setup * Fixing bug with __strncpy_chk destlen < len * nrtesting clean up * re-implements fixes from:5eead5ae403c788567a4* removes extraneous build files, moves cmake and updates travis * mirror of 9b37035560f9683f1514b439f7586a5c17bca5bf * Move some variable declarations * More variable declarations * Fix TmpDir * Allocate _defaultModel * Fix EN_addcurve funcrion * Fix for inpfile * Fix writeRuleinInp call * Set MAXMSG to 79 chars * Fix for flow direction * Refactoring testing related python packages and SWIG wrapper bug fix (#139) * Eliminated epanet-reader package. Removed numpy dependency from epanet-output. Fixed reference counting bug in SWIG wrapper. Added error checking to run_nrtest.sh. Added nrtest package to requirements file. * changing buildhome directory * Fixing bug related to preprocessor definition of PI
This commit is contained in:
Sam Hatchett
7
tests/epanet-nrtestsuite/apps/epanet-2011a.json
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7
tests/epanet-nrtestsuite/apps/epanet-2011a.json
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@@ -0,0 +1,7 @@
|
||||
{
|
||||
"name" : "epanet",
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"version" : "2.0.11a",
|
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"description" : "Windows, MS VC2005 or older, 32 Bit",
|
||||
"setup_script" : "",
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||||
"exe" : "epanet2011a.exe"
|
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}
|
||||
7
tests/epanet-nrtestsuite/apps/epanet-2012.json
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7
tests/epanet-nrtestsuite/apps/epanet-2012.json
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@@ -0,0 +1,7 @@
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||||
{
|
||||
"name" : "epanet",
|
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"version" : "2.0.12",
|
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"description" : "Windows, MS VC 2010, 32 Bit",
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"setup_script" : "",
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"exe" : "./epanet2012.exe"
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}
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||||
Binary file not shown.
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Load Diff
@@ -0,0 +1,4 @@
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||||
{
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||||
"duration": 0.87,
|
||||
"max_memory_MB": 0.0
|
||||
}
|
||||
Binary file not shown.
File diff suppressed because it is too large
Load Diff
@@ -0,0 +1,4 @@
|
||||
{
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||||
"duration": 1.045,
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||||
"max_memory_MB": 0.0
|
||||
}
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||||
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Load Diff
@@ -0,0 +1,4 @@
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{
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||||
"duration": 0.246,
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"max_memory_MB": 0.0
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||||
}
|
||||
42
tests/epanet-nrtestsuite/benchmark/epanet-2012/manifest.json
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42
tests/epanet-nrtestsuite/benchmark/epanet-2012/manifest.json
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@@ -0,0 +1,42 @@
|
||||
{
|
||||
"Application": {
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"description": "Windows, MS VC 2010, 32 Bit",
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"name": "epanet",
|
||||
"version": "2.0.12"
|
||||
},
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||||
"Tests": [
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||||
{
|
||||
"description": "A simple example of modeling chlorine decay",
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||||
"error_msg": null,
|
||||
"name": "Example 1",
|
||||
"output_files": {
|
||||
"example1.out": "epanet allclose",
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||||
"example1.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
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||||
},
|
||||
{
|
||||
"description": "Example of modeling a 55-hour fluoride tracer study.",
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||||
"error_msg": null,
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||||
"name": "Example 2",
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||||
"output_files": {
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||||
"example2.out": "epanet allclose",
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"example2.rpt": "epanet report"
|
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},
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"passed": true,
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"version": "1.0"
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||||
},
|
||||
{
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||||
"description": "Dual-source system example",
|
||||
"error_msg": null,
|
||||
"name": "Example 3",
|
||||
"output_files": {
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||||
"example3.out": "epanet allclose",
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"example3.rpt": "epanet report"
|
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},
|
||||
"passed": true,
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"version": "1.0"
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||||
}
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||||
]
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||||
}
|
||||
180
tests/epanet-nrtestsuite/tests/examples/example1.inp
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180
tests/epanet-nrtestsuite/tests/examples/example1.inp
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@@ -0,0 +1,180 @@
|
||||
[TITLE]
|
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EPANET Example Network 1
|
||||
A simple example of modeling chlorine decay. Both bulk and
|
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wall reactions are included.
|
||||
|
||||
[JUNCTIONS]
|
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;ID Elev Demand Pattern
|
||||
10 710 0 ;
|
||||
11 710 150 ;
|
||||
12 700 150 ;
|
||||
13 695 100 ;
|
||||
21 700 150 ;
|
||||
22 695 200 ;
|
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23 690 150 ;
|
||||
31 700 100 ;
|
||||
32 710 100 ;
|
||||
|
||||
[RESERVOIRS]
|
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;ID Head Pattern
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||||
9 800 ;
|
||||
|
||||
[TANKS]
|
||||
;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
|
||||
2 850 120 100 150 50.5 0 ;
|
||||
|
||||
[PIPES]
|
||||
;ID Node1 Node2 Length Diameter Roughness MinorLoss Status
|
||||
10 10 11 10530 18 100 0 Open ;
|
||||
11 11 12 5280 14 100 0 Open ;
|
||||
12 12 13 5280 10 100 0 Open ;
|
||||
21 21 22 5280 10 100 0 Open ;
|
||||
22 22 23 5280 12 100 0 Open ;
|
||||
31 31 32 5280 6 100 0 Open ;
|
||||
110 2 12 200 18 100 0 Open ;
|
||||
111 11 21 5280 10 100 0 Open ;
|
||||
112 12 22 5280 12 100 0 Open ;
|
||||
113 13 23 5280 8 100 0 Open ;
|
||||
121 21 31 5280 8 100 0 Open ;
|
||||
122 22 32 5280 6 100 0 Open ;
|
||||
|
||||
[PUMPS]
|
||||
;ID Node1 Node2 Parameters
|
||||
9 9 10 HEAD 1 ;
|
||||
|
||||
[VALVES]
|
||||
;ID Node1 Node2 Diameter Type Setting MinorLoss
|
||||
|
||||
[TAGS]
|
||||
|
||||
[DEMANDS]
|
||||
;Junction Demand Pattern Category
|
||||
|
||||
[STATUS]
|
||||
;ID Status/Setting
|
||||
|
||||
[PATTERNS]
|
||||
;ID Multipliers
|
||||
;Demand Pattern
|
||||
1 1.0 1.2 1.4 1.6 1.4 1.2
|
||||
1 1.0 0.8 0.6 0.4 0.6 0.8
|
||||
|
||||
[CURVES]
|
||||
;ID X-Value Y-Value
|
||||
;PUMP: Pump Curve for Pump 9
|
||||
1 1500 250
|
||||
|
||||
[CONTROLS]
|
||||
LINK 9 OPEN IF NODE 2 BELOW 110
|
||||
LINK 9 CLOSED IF NODE 2 ABOVE 140
|
||||
|
||||
|
||||
[RULES]
|
||||
|
||||
[ENERGY]
|
||||
Global Efficiency 75
|
||||
Global Price 0.0
|
||||
Demand Charge 0.0
|
||||
|
||||
[EMITTERS]
|
||||
;Junction Coefficient
|
||||
|
||||
[QUALITY]
|
||||
;Node InitQual
|
||||
10 0.5
|
||||
11 0.5
|
||||
12 0.5
|
||||
13 0.5
|
||||
21 0.5
|
||||
22 0.5
|
||||
23 0.5
|
||||
31 0.5
|
||||
32 0.5
|
||||
9 1.0
|
||||
2 1.0
|
||||
|
||||
[SOURCES]
|
||||
;Node Type Quality Pattern
|
||||
|
||||
[REACTIONS]
|
||||
;Type Pipe/Tank Coefficient
|
||||
|
||||
|
||||
[REACTIONS]
|
||||
Order Bulk 1
|
||||
Order Tank 1
|
||||
Order Wall 1
|
||||
Global Bulk -.5
|
||||
Global Wall -1
|
||||
Limiting Potential 0.0
|
||||
Roughness Correlation 0.0
|
||||
|
||||
[MIXING]
|
||||
;Tank Model
|
||||
|
||||
[TIMES]
|
||||
Duration 24:00
|
||||
Hydraulic Timestep 1:00
|
||||
Quality Timestep 0:05
|
||||
Pattern Timestep 2:00
|
||||
Pattern Start 0:00
|
||||
Report Timestep 1:00
|
||||
Report Start 0:00
|
||||
Start ClockTime 12 am
|
||||
Statistic None
|
||||
|
||||
[REPORT]
|
||||
Status Yes
|
||||
Summary No
|
||||
Nodes All
|
||||
Links All
|
||||
|
||||
|
||||
[OPTIONS]
|
||||
Units GPM
|
||||
Headloss H-W
|
||||
Specific Gravity 1.0
|
||||
Viscosity 1.0
|
||||
Trials 40
|
||||
Accuracy 0.001
|
||||
CHECKFREQ 2
|
||||
MAXCHECK 10
|
||||
;DAMPLIMIT 0
|
||||
Unbalanced Continue 10
|
||||
Pattern 1
|
||||
Demand Multiplier 1.0
|
||||
Emitter Exponent 0.5
|
||||
Quality Chlorine mg/L
|
||||
Diffusivity 1.0
|
||||
Tolerance 0.01
|
||||
|
||||
[COORDINATES]
|
||||
;Node X-Coord Y-Coord
|
||||
10 20.00 70.00
|
||||
11 30.00 70.00
|
||||
12 50.00 70.00
|
||||
13 70.00 70.00
|
||||
21 30.00 40.00
|
||||
22 50.00 40.00
|
||||
23 70.00 40.00
|
||||
31 30.00 10.00
|
||||
32 50.00 10.00
|
||||
9 10.00 70.00
|
||||
2 50.00 90.00
|
||||
|
||||
[VERTICES]
|
||||
;Link X-Coord Y-Coord
|
||||
|
||||
[LABELS]
|
||||
;X-Coord Y-Coord Label & Anchor Node
|
||||
6.99 73.63 "Source"
|
||||
13.48 68.13 "Pump"
|
||||
43.85 91.21 "Tank"
|
||||
|
||||
[BACKDROP]
|
||||
DIMENSIONS 7.00 6.00 73.00 94.00
|
||||
UNITS None
|
||||
FILE
|
||||
OFFSET 0.00 0.00
|
||||
|
||||
[END]
|
||||
17
tests/epanet-nrtestsuite/tests/examples/example1.json
Normal file
17
tests/epanet-nrtestsuite/tests/examples/example1.json
Normal file
@@ -0,0 +1,17 @@
|
||||
{
|
||||
"name": "Example 1",
|
||||
"version": "1.0",
|
||||
"description": "A simple example of modeling chlorine decay",
|
||||
"args": [
|
||||
"example1.inp",
|
||||
"example1.rpt",
|
||||
"example1.out"
|
||||
],
|
||||
"input_files": [
|
||||
"example1.inp"
|
||||
],
|
||||
"output_files": {
|
||||
"example1.rpt": "epanet report",
|
||||
"example1.out": "epanet allclose"
|
||||
}
|
||||
}
|
||||
80
tests/epanet-nrtestsuite/tests/examples/example2.dat
Normal file
80
tests/epanet-nrtestsuite/tests/examples/example2.dat
Normal file
@@ -0,0 +1,80 @@
|
||||
;Measured Fluoride for Net2
|
||||
;Node Hour MG/L
|
||||
11 2.50 1.02
|
||||
11 5.38 0.87
|
||||
11 8.30 0.70
|
||||
11 11.75 1.01
|
||||
11 13.02 0.62
|
||||
11 14.48 0.26
|
||||
11 17.43 0.17
|
||||
11 20.30 0.20
|
||||
11 23.35 0.90
|
||||
11 27.00 0.13
|
||||
11 29.67 0.13
|
||||
11 33.70 0.54
|
||||
11 35.40 0.90
|
||||
11 38.30 0.17
|
||||
11 41.62 0.10
|
||||
11 44.42 0.12
|
||||
11 47.25 0.71
|
||||
11 51.00 0.13
|
||||
11 53.27 0.58
|
||||
19 0.25 1.04
|
||||
19 2.75 1.04
|
||||
19 5.70 1.08
|
||||
19 8.60 1.00
|
||||
19 12.00 0.81
|
||||
19 13.25 0.95
|
||||
19 14.73 1.02
|
||||
19 17.77 1.01
|
||||
19 20.52 0.87
|
||||
19 23.53 0.28
|
||||
19 27.17 0.98
|
||||
19 29.87 0.85
|
||||
19 33.92 0.12
|
||||
19 35.67 0.17
|
||||
19 38.48 0.64
|
||||
19 42.08 0.79
|
||||
19 44.68 0.87
|
||||
19 47.50 0.16
|
||||
19 51.17 0.56
|
||||
19 53.45 0.70
|
||||
25 0.58 1.04
|
||||
3.00 1.00
|
||||
5.87 1.03
|
||||
8.80 1.00
|
||||
12.25 1.02
|
||||
13.50 0.88
|
||||
14.97 0.36
|
||||
18.15 0.91
|
||||
20.75 0.92
|
||||
23.73 0.94
|
||||
27.42 0.19
|
||||
30.08 0.12
|
||||
34.12 0.83
|
||||
35.87 0.82
|
||||
38.67 0.72
|
||||
42.40 0.76
|
||||
44.92 0.78
|
||||
47.75 0.87
|
||||
51.50 0.42
|
||||
53.75 0.48
|
||||
34 2.67 1.03
|
||||
5.50 1.04
|
||||
8.45 0.98
|
||||
11.87 1.01
|
||||
13.15 1.02
|
||||
14.62 1.04
|
||||
17.60 1.02
|
||||
20.42 1.02
|
||||
23.43 1.00
|
||||
27.08 1.02
|
||||
29.75 0.94
|
||||
33.82 0.89
|
||||
35.53 0.75
|
||||
38.40 0.80
|
||||
41.85 0.84
|
||||
44.55 0.92
|
||||
47.42 0.91
|
||||
51.08 0.81
|
||||
53.37 0.47
|
||||
310
tests/epanet-nrtestsuite/tests/examples/example2.inp
Normal file
310
tests/epanet-nrtestsuite/tests/examples/example2.inp
Normal file
@@ -0,0 +1,310 @@
|
||||
[TITLE]
|
||||
EPANET Example Network 2
|
||||
Example of modeling a 55-hour fluoride tracer study.
|
||||
Measured fluoride data is contained in the file Net2-FL.dat
|
||||
and should be registered with the project to produce a
|
||||
Calibration Report (select Calibration Data from the Project
|
||||
menu).
|
||||
|
||||
[JUNCTIONS]
|
||||
;ID Elev Demand Pattern
|
||||
1 50 -694.4 2 ;
|
||||
2 100 8 ;
|
||||
3 60 14 ;
|
||||
4 60 8 ;
|
||||
5 100 8 ;
|
||||
6 125 5 ;
|
||||
7 160 4 ;
|
||||
8 110 9 ;
|
||||
9 180 14 ;
|
||||
10 130 5 ;
|
||||
11 185 34.78 ;
|
||||
12 210 16 ;
|
||||
13 210 2 ;
|
||||
14 200 2 ;
|
||||
15 190 2 ;
|
||||
16 150 20 ;
|
||||
17 180 20 ;
|
||||
18 100 20 ;
|
||||
19 150 5 ;
|
||||
20 170 19 ;
|
||||
21 150 16 ;
|
||||
22 200 10 ;
|
||||
23 230 8 ;
|
||||
24 190 11 ;
|
||||
25 230 6 ;
|
||||
27 130 8 ;
|
||||
28 110 0 ;
|
||||
29 110 7 ;
|
||||
30 130 3 ;
|
||||
31 190 17 ;
|
||||
32 110 17 ;
|
||||
33 180 1.5 ;
|
||||
34 190 1.5 ;
|
||||
35 110 0 ;
|
||||
36 110 1 ;
|
||||
|
||||
[RESERVOIRS]
|
||||
;ID Head Pattern
|
||||
|
||||
[TANKS]
|
||||
;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
|
||||
26 235 56.7 50 70 50 0 ;
|
||||
|
||||
[PIPES]
|
||||
;ID Node1 Node2 Length Diameter Roughness MinorLoss Status
|
||||
1 1 2 2400 12 100 0 Open ;
|
||||
2 2 5 800 12 100 0 Open ;
|
||||
3 2 3 1300 8 100 0 Open ;
|
||||
4 3 4 1200 8 100 0 Open ;
|
||||
5 4 5 1000 12 100 0 Open ;
|
||||
6 5 6 1200 12 100 0 Open ;
|
||||
7 6 7 2700 12 100 0 Open ;
|
||||
8 7 8 1200 12 140 0 Open ;
|
||||
9 7 9 400 12 100 0 Open ;
|
||||
10 8 10 1000 8 140 0 Open ;
|
||||
11 9 11 700 12 100 0 Open ;
|
||||
12 11 12 1900 12 100 0 Open ;
|
||||
13 12 13 600 12 100 0 Open ;
|
||||
14 13 14 400 12 100 0 Open ;
|
||||
15 14 15 300 12 100 0 Open ;
|
||||
16 13 16 1500 8 100 0 Open ;
|
||||
17 15 17 1500 8 100 0 Open ;
|
||||
18 16 17 600 8 100 0 Open ;
|
||||
19 17 18 700 12 100 0 Open ;
|
||||
20 18 32 350 12 100 0 Open ;
|
||||
21 16 19 1400 8 100 0 Open ;
|
||||
22 14 20 1100 12 100 0 Open ;
|
||||
23 20 21 1300 8 100 0 Open ;
|
||||
24 21 22 1300 8 100 0 Open ;
|
||||
25 20 22 1300 8 100 0 Open ;
|
||||
26 24 23 600 12 100 0 Open ;
|
||||
27 15 24 250 12 100 0 Open ;
|
||||
28 23 25 300 12 100 0 Open ;
|
||||
29 25 26 200 12 100 0 Open ;
|
||||
30 25 31 600 12 100 0 Open ;
|
||||
31 31 27 400 8 100 0 Open ;
|
||||
32 27 29 400 8 100 0 Open ;
|
||||
34 29 28 700 8 100 0 Open ;
|
||||
35 22 33 1000 8 100 0 Open ;
|
||||
36 33 34 400 8 100 0 Open ;
|
||||
37 32 19 500 8 100 0 Open ;
|
||||
38 29 35 500 8 100 0 Open ;
|
||||
39 35 30 1000 8 100 0 Open ;
|
||||
40 28 35 700 8 100 0 Open ;
|
||||
41 28 36 300 8 100 0 Open ;
|
||||
|
||||
[PUMPS]
|
||||
;ID Node1 Node2 Parameters
|
||||
|
||||
[VALVES]
|
||||
;ID Node1 Node2 Diameter Type Setting MinorLoss
|
||||
|
||||
[TAGS]
|
||||
|
||||
[DEMANDS]
|
||||
;Junction Demand Pattern Category
|
||||
|
||||
[STATUS]
|
||||
;ID Status/Setting
|
||||
|
||||
[PATTERNS]
|
||||
;ID Multipliers
|
||||
;Demand Pattern
|
||||
1 1.26 1.04 .97 .97 .89 1.19
|
||||
1 1.28 .67 .67 1.34 2.46 .97
|
||||
1 .92 .68 1.43 .61 .31 .78
|
||||
1 .37 .67 1.26 1.56 1.19 1.26
|
||||
1 .6 1.1 1.03 .73 .88 1.06
|
||||
1 .99 1.72 1.12 1.34 1.12 .97
|
||||
1 1.04 1.15 .91 .61 .68 .46
|
||||
1 .51 .74 1.12 1.34 1.26 .97
|
||||
1 .82 1.37 1.03 .81 .88 .81
|
||||
1 .81
|
||||
;Pump Station Outflow Pattern
|
||||
2 .96 .96 .96 .96 .96 .96
|
||||
2 .62 0 0 0 0 0
|
||||
2 .8 1 1 1 1 .15
|
||||
2 0 0 0 0 0 0
|
||||
2 .55 .92 .92 .92 .92 .9
|
||||
2 .9 .45 0 0 0 0
|
||||
2 0 .7 1 1 1 1
|
||||
2 .2 0 0 0 0 0
|
||||
2 0 .74 .92 .92 .92 .92
|
||||
2 .92
|
||||
;Pump Station Fluoride Pattern
|
||||
3 .98 1.02 1.05 .99 .64 .46
|
||||
3 .35 .35 .35 .35 .35 .35
|
||||
3 .17 .17 .13 .13 .13 .15
|
||||
3 .15 .15 .15 .15 .15 .15
|
||||
3 .15 .12 .1 .08 .11 .09
|
||||
3 .09 .08 .08 .08 .08 .08
|
||||
3 .08 .09 .07 .07 .09 .09
|
||||
3 .09 .09 .09 .09 .09 .09
|
||||
3 .09 .08 .35 .72 .82 .92
|
||||
3 1
|
||||
|
||||
[CURVES]
|
||||
;ID X-Value Y-Value
|
||||
|
||||
[CONTROLS]
|
||||
|
||||
[RULES]
|
||||
|
||||
[ENERGY]
|
||||
Global Efficiency 75
|
||||
Global Price 0.0
|
||||
Demand Charge 0.0
|
||||
|
||||
[EMITTERS]
|
||||
;Junction Coefficient
|
||||
|
||||
[QUALITY]
|
||||
;Node InitQual
|
||||
1 1.0
|
||||
2 1.0
|
||||
3 1.0
|
||||
4 1.0
|
||||
5 1.0
|
||||
6 1.0
|
||||
7 1.0
|
||||
8 1.0
|
||||
9 1.0
|
||||
10 1.0
|
||||
11 1.0
|
||||
12 1.0
|
||||
13 1.0
|
||||
14 1.0
|
||||
15 1.0
|
||||
16 1.0
|
||||
17 1.0
|
||||
18 1.0
|
||||
19 1.0
|
||||
20 1.0
|
||||
21 1.0
|
||||
22 1.0
|
||||
23 1.0
|
||||
24 1.0
|
||||
25 1.0
|
||||
27 1.0
|
||||
28 1.0
|
||||
29 1.0
|
||||
30 1.0
|
||||
31 1.0
|
||||
32 1.0
|
||||
33 1.0
|
||||
34 1.0
|
||||
35 1.0
|
||||
36 1.0
|
||||
26 1.0
|
||||
|
||||
[SOURCES]
|
||||
;Node Type Quality Pattern
|
||||
1 CONCEN 1.0 3
|
||||
|
||||
[REACTIONS]
|
||||
;Type Pipe/Tank Coefficient
|
||||
|
||||
|
||||
[REACTIONS]
|
||||
Order Bulk 1
|
||||
Order Tank 1
|
||||
Order Wall 1
|
||||
Global Bulk 0.0
|
||||
Global Wall 0.0
|
||||
Limiting Potential 0.0
|
||||
Roughness Correlation 0.0
|
||||
|
||||
[MIXING]
|
||||
;Tank Model
|
||||
|
||||
[TIMES]
|
||||
Duration 55:00
|
||||
Hydraulic Timestep 1:00
|
||||
Quality Timestep 0:05
|
||||
Pattern Timestep 1:00
|
||||
Pattern Start 0:00
|
||||
Report Timestep 1:00
|
||||
Report Start 0:00
|
||||
Start ClockTime 8 am
|
||||
Statistic None
|
||||
|
||||
[REPORT]
|
||||
Status Yes
|
||||
Summary No
|
||||
Nodes All
|
||||
Links All
|
||||
|
||||
[OPTIONS]
|
||||
Units GPM
|
||||
Headloss H-W
|
||||
Specific Gravity 1.0
|
||||
Viscosity 1.0
|
||||
Trials 40
|
||||
Accuracy 0.001
|
||||
CHECKFREQ 2
|
||||
MAXCHECK 10
|
||||
;DAMPLIMIT 0
|
||||
Unbalanced Continue 10
|
||||
Pattern 1
|
||||
Demand Multiplier 1.0
|
||||
Emitter Exponent 0.5
|
||||
Quality Fluoride mg/L
|
||||
Diffusivity 1.0
|
||||
Tolerance 0.01
|
||||
|
||||
[COORDINATES]
|
||||
;Node X-Coord Y-Coord
|
||||
1 21.00 4.00
|
||||
2 19.00 20.00
|
||||
3 11.00 21.00
|
||||
4 14.00 28.00
|
||||
5 19.00 25.00
|
||||
6 28.00 23.00
|
||||
7 36.00 39.00
|
||||
8 38.00 30.00
|
||||
9 36.00 42.00
|
||||
10 37.00 23.00
|
||||
11 37.00 49.00
|
||||
12 39.00 60.00
|
||||
13 38.00 64.00
|
||||
14 38.00 66.00
|
||||
15 37.00 69.00
|
||||
16 27.00 65.00
|
||||
17 27.00 69.00
|
||||
18 23.00 68.00
|
||||
19 21.00 59.00
|
||||
20 45.00 68.00
|
||||
21 51.00 62.00
|
||||
22 54.00 69.00
|
||||
23 35.00 74.00
|
||||
24 37.00 71.00
|
||||
25 35.00 76.00
|
||||
27 39.00 87.00
|
||||
28 49.00 85.00
|
||||
29 42.00 86.00
|
||||
30 47.00 80.00
|
||||
31 37.00 80.00
|
||||
32 23.00 64.00
|
||||
33 56.00 73.00
|
||||
34 56.00 77.00
|
||||
35 43.00 81.00
|
||||
36 53.00 87.00
|
||||
26 33.00 76.00
|
||||
|
||||
[VERTICES]
|
||||
;Link X-Coord Y-Coord
|
||||
|
||||
[LABELS]
|
||||
;X-Coord Y-Coord Label & Anchor Node
|
||||
24.00 7.00 "Pump"
|
||||
24.00 4.00 "Station"
|
||||
26.76 77.42 "Tank"
|
||||
|
||||
[BACKDROP]
|
||||
DIMENSIONS 8.75 -0.15 58.25 91.15
|
||||
UNITS None
|
||||
FILE
|
||||
OFFSET 0.00 0.00
|
||||
|
||||
[END]
|
||||
17
tests/epanet-nrtestsuite/tests/examples/example2.json
Normal file
17
tests/epanet-nrtestsuite/tests/examples/example2.json
Normal file
@@ -0,0 +1,17 @@
|
||||
{
|
||||
"name": "Example 2",
|
||||
"version": "1.0",
|
||||
"description": "Example of modeling a 55-hour fluoride tracer study.",
|
||||
"args": [
|
||||
"example2.inp",
|
||||
"example2.rpt",
|
||||
"example2.out"
|
||||
],
|
||||
"input_files": [
|
||||
"example2.inp"
|
||||
],
|
||||
"output_files": {
|
||||
"example2.rpt": "epanet report",
|
||||
"example2.out": "epanet allclose"
|
||||
}
|
||||
}
|
||||
481
tests/epanet-nrtestsuite/tests/examples/example3.inp
Normal file
481
tests/epanet-nrtestsuite/tests/examples/example3.inp
Normal file
@@ -0,0 +1,481 @@
|
||||
[TITLE]
|
||||
EPANET Example Network 3
|
||||
Example showing how the percent of Lake water in a dual-source
|
||||
system changes over time.
|
||||
|
||||
[JUNCTIONS]
|
||||
;ID Elev Demand Pattern
|
||||
10 147 0 ;
|
||||
15 32 1 3 ;
|
||||
20 129 0 ;
|
||||
35 12.5 1 4 ;
|
||||
40 131.9 0 ;
|
||||
50 116.5 0 ;
|
||||
60 0 0 ;
|
||||
601 0 0 ;
|
||||
61 0 0 ;
|
||||
101 42 189.95 ;
|
||||
103 43 133.2 ;
|
||||
105 28.5 135.37 ;
|
||||
107 22 54.64 ;
|
||||
109 20.3 231.4 ;
|
||||
111 10 141.94 ;
|
||||
113 2 20.01 ;
|
||||
115 14 52.1 ;
|
||||
117 13.6 117.71 ;
|
||||
119 2 176.13 ;
|
||||
120 0 0 ;
|
||||
121 -2 41.63 ;
|
||||
123 11 1 2 ;
|
||||
125 11 45.6 ;
|
||||
127 56 17.66 ;
|
||||
129 51 0 ;
|
||||
131 6 42.75 ;
|
||||
139 31 5.89 ;
|
||||
141 4 9.85 ;
|
||||
143 -4.5 6.2 ;
|
||||
145 1 27.63 ;
|
||||
147 18.5 8.55 ;
|
||||
149 16 27.07 ;
|
||||
151 33.5 144.48 ;
|
||||
153 66.2 44.17 ;
|
||||
157 13.1 51.79 ;
|
||||
159 6 41.32 ;
|
||||
161 4 15.8 ;
|
||||
163 5 9.42 ;
|
||||
164 5 0 ;
|
||||
166 -2 2.6 ;
|
||||
167 -5 14.56 ;
|
||||
169 -5 0 ;
|
||||
171 -4 39.34 ;
|
||||
173 -4 0 ;
|
||||
177 8 58.17 ;
|
||||
179 8 0 ;
|
||||
181 8 0 ;
|
||||
183 11 0 ;
|
||||
184 16 0 ;
|
||||
185 16 25.65 ;
|
||||
187 12.5 0 ;
|
||||
189 4 107.92 ;
|
||||
191 25 81.9 ;
|
||||
193 18 71.31 ;
|
||||
195 15.5 0 ;
|
||||
197 23 17.04 ;
|
||||
199 -2 119.32 ;
|
||||
201 0.1 44.61 ;
|
||||
203 2 1 5 ;
|
||||
204 21 0 ;
|
||||
205 21 65.36 ;
|
||||
206 1 0 ;
|
||||
207 9 69.39 ;
|
||||
208 16 0 ;
|
||||
209 -2 0.87 ;
|
||||
211 7 8.67 ;
|
||||
213 7 13.94 ;
|
||||
215 7 92.19 ;
|
||||
217 6 24.22 ;
|
||||
219 4 41.32 ;
|
||||
225 8 22.8 ;
|
||||
229 10.5 64.18 ;
|
||||
231 5 16.48 ;
|
||||
237 14 15.61 ;
|
||||
239 13 44.61 ;
|
||||
241 13 0 ;
|
||||
243 14 4.34 ;
|
||||
247 18 70.38 ;
|
||||
249 18 0 ;
|
||||
251 30 24.16 ;
|
||||
253 36 54.52 ;
|
||||
255 27 40.39 ;
|
||||
257 17 0 ;
|
||||
259 25 0 ;
|
||||
261 0 0 ;
|
||||
263 0 0 ;
|
||||
265 0 0 ;
|
||||
267 21 0 ;
|
||||
269 0 0 ;
|
||||
271 6 0 ;
|
||||
273 8 0 ;
|
||||
275 10 0 ;
|
||||
|
||||
[RESERVOIRS]
|
||||
;ID Head Pattern
|
||||
River 220.0 ;
|
||||
Lake 167.0 ;
|
||||
|
||||
[TANKS]
|
||||
;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
|
||||
1 131.9 13.1 .1 32.1 85 0 ;
|
||||
2 116.5 23.5 6.5 40.3 50 0 ;
|
||||
3 129.0 29.0 4.0 35.5 164 0 ;
|
||||
|
||||
[PIPES]
|
||||
;ID Node1 Node2 Length Diameter Roughness MinorLoss Status
|
||||
20 3 20 99 99 199 0 Open ;
|
||||
40 1 40 99 99 199 0 Open ;
|
||||
50 2 50 99 99 199 0 Open ;
|
||||
60 River 60 1231 24 140 0 Open ;
|
||||
101 10 101 14200 18 110 0 Open ;
|
||||
103 101 103 1350 16 130 0 Open ;
|
||||
105 101 105 2540 12 130 0 Open ;
|
||||
107 105 107 1470 12 130 0 Open ;
|
||||
109 103 109 3940 16 130 0 Open ;
|
||||
111 109 111 2000 12 130 0 Open ;
|
||||
112 115 111 1160 12 130 0 Open ;
|
||||
113 111 113 1680 12 130 0 Open ;
|
||||
114 115 113 2000 8 130 0 Open ;
|
||||
115 107 115 1950 8 130 0 Open ;
|
||||
116 113 193 1660 12 130 0 Open ;
|
||||
117 263 105 2725 12 130 0 Open ;
|
||||
119 115 117 2180 12 130 0 Open ;
|
||||
120 119 120 730 12 130 0 Open ;
|
||||
121 120 117 1870 12 130 0 Open ;
|
||||
122 121 120 2050 8 130 0 Open ;
|
||||
123 121 119 2000 30 141 0 Open ;
|
||||
125 123 121 1500 30 141 0 Open ;
|
||||
129 121 125 930 24 130 0 Open ;
|
||||
131 125 127 3240 24 130 0 Open ;
|
||||
133 20 127 785 20 130 0 Open ;
|
||||
135 127 129 900 24 130 0 Open ;
|
||||
137 129 131 6480 16 130 0 Open ;
|
||||
145 129 139 2750 8 130 0 Open ;
|
||||
147 139 141 2050 8 130 0 Open ;
|
||||
149 143 141 1400 8 130 0 Open ;
|
||||
151 15 143 1650 8 130 0 Open ;
|
||||
153 145 141 3510 12 130 0 Open ;
|
||||
155 147 145 2200 12 130 0 Open ;
|
||||
159 147 149 880 12 130 0 Open ;
|
||||
161 149 151 1020 8 130 0 Open ;
|
||||
163 151 153 1170 12 130 0 Open ;
|
||||
169 125 153 4560 8 130 0 Open ;
|
||||
171 119 151 3460 12 130 0 Open ;
|
||||
173 119 157 2080 30 141 0 Open ;
|
||||
175 157 159 2910 30 141 0 Open ;
|
||||
177 159 161 2000 30 141 0 Open ;
|
||||
179 161 163 430 30 141 0 Open ;
|
||||
180 163 164 150 14 130 0 Open ;
|
||||
181 164 166 490 14 130 0 Open ;
|
||||
183 265 169 590 30 141 0 Open ;
|
||||
185 167 169 60 8 130 0 Open ;
|
||||
186 187 204 99.9 8 130 0 Open ;
|
||||
187 169 171 1270 30 141 0 Open ;
|
||||
189 171 173 50 30 141 0 Open ;
|
||||
191 271 171 760 24 130 0 Open ;
|
||||
193 35 181 30 24 130 0 Open ;
|
||||
195 181 177 30 12 130 0 Open ;
|
||||
197 177 179 30 12 130 0 Open ;
|
||||
199 179 183 210 12 130 0 Open ;
|
||||
201 40 179 1190 12 130 0 Open ;
|
||||
202 185 184 99.9 8 130 0 Open ;
|
||||
203 183 185 510 8 130 0 Open ;
|
||||
204 184 205 4530. 12 130 0 Open ;
|
||||
205 204 185 1325. 12 130 0 Open ;
|
||||
207 189 183 1350 12 130 0 Open ;
|
||||
209 189 187 500 8 130 0 Open ;
|
||||
211 169 269 646 12 130 0 Open ;
|
||||
213 191 187 2560 12 130 0 Open ;
|
||||
215 267 189 1230 12 130 0 Open ;
|
||||
217 191 193 520 12 130 0 Open ;
|
||||
219 193 195 360 12 130 0 Open ;
|
||||
221 161 195 2300 8 130 0 Open ;
|
||||
223 197 191 1150 12 130 0 Open ;
|
||||
225 111 197 2790 12 130 0 Open ;
|
||||
229 173 199 4000 24 141 0 Open ;
|
||||
231 199 201 630 24 141 0 Open ;
|
||||
233 201 203 120 24 130 0 Open ;
|
||||
235 199 273 725 12 130 0 Open ;
|
||||
237 205 207 1200 12 130 0 Open ;
|
||||
238 207 206 450 12 130 0 Open ;
|
||||
239 275 207 1430 12 130 0 Open ;
|
||||
240 206 208 510 12 130 0 Open ;
|
||||
241 208 209 885 12 130 0 Open ;
|
||||
243 209 211 1210 16 130 0 Open ;
|
||||
245 211 213 990 16 130 0 Open ;
|
||||
247 213 215 4285 16 130 0 Open ;
|
||||
249 215 217 1660 16 130 0 Open ;
|
||||
251 217 219 2050 14 130 0 Open ;
|
||||
257 217 225 1560 12 130 0 Open ;
|
||||
261 213 229 2200 8 130 0 Open ;
|
||||
263 229 231 1960 12 130 0 Open ;
|
||||
269 211 237 2080 12 130 0 Open ;
|
||||
271 237 229 790 8 130 0 Open ;
|
||||
273 237 239 510 12 130 0 Open ;
|
||||
275 239 241 35 12 130 0 Open ;
|
||||
277 241 243 2200 12 130 0 Open ;
|
||||
281 241 247 445 10 130 0 Open ;
|
||||
283 239 249 430 12 130 0 Open ;
|
||||
285 247 249 10 12 130 0 Open ;
|
||||
287 247 255 1390 10 130 0 Open ;
|
||||
289 50 255 925 10 130 0 Open ;
|
||||
291 255 253 1100 10 130 0 Open ;
|
||||
293 255 251 1100 8 130 0 Open ;
|
||||
295 249 251 1450 12 130 0 Open ;
|
||||
297 120 257 645 8 130 0 Open ;
|
||||
299 257 259 350 8 130 0 Open ;
|
||||
301 259 263 1400 8 130 0 Open ;
|
||||
303 257 261 1400 8 130 0 Open ;
|
||||
305 117 261 645 12 130 0 Open ;
|
||||
307 261 263 350 12 130 0 Open ;
|
||||
309 265 267 1580 8 130 0 Open ;
|
||||
311 193 267 1170 12 130 0 Open ;
|
||||
313 269 189 646 12 130 0 Open ;
|
||||
315 181 271 260 24 130 0 Open ;
|
||||
317 273 275 2230 8 130 0 Open ;
|
||||
319 273 205 645 12 130 0 Open ;
|
||||
321 163 265 1200 30 141 0 Open ;
|
||||
323 201 275 300 12 130 0 Open ;
|
||||
325 269 271 1290 8 130 0 Open ;
|
||||
329 61 123 45500 30 140 0 Open ;
|
||||
330 60 601 1 30 140 0 Closed ;
|
||||
333 601 61 1 30 140 0 Open ;
|
||||
|
||||
[PUMPS]
|
||||
;ID Node1 Node2 Parameters
|
||||
10 Lake 10 HEAD 1 ;
|
||||
335 60 61 HEAD 2 ;
|
||||
|
||||
[VALVES]
|
||||
;ID Node1 Node2 Diameter Type Setting MinorLoss
|
||||
|
||||
[TAGS]
|
||||
|
||||
[DEMANDS]
|
||||
;Junction Demand Pattern Category
|
||||
|
||||
[STATUS]
|
||||
;ID Status/Setting
|
||||
10 Closed
|
||||
|
||||
[PATTERNS]
|
||||
;ID Multipliers
|
||||
;General Default Demand Pattern
|
||||
1 1.34 1.94 1.46 1.44 .76 .92
|
||||
1 .85 1.07 .96 1.1 1.08 1.19
|
||||
1 1.16 1.08 .96 .83 .79 .74
|
||||
1 .64 .64 .85 .96 1.24 1.67
|
||||
;Demand Pattern for Node 123
|
||||
2 0 0 0 0 0 1219
|
||||
2 0 0 0 1866 1836 1818
|
||||
2 1818 1822 1822 1817 1824 1816
|
||||
2 1833 1817 1830 1814 1840 1859
|
||||
;Demand Pattern for Node 15
|
||||
3 620 620 620 620 620 360
|
||||
3 360 0 0 0 0 360
|
||||
3 360 360 360 360 0 0
|
||||
3 0 0 0 0 360 360
|
||||
;Demand Pattern for Node 35
|
||||
4 1637 1706 1719 1719 1791 1819
|
||||
4 1777 1842 1815 1825 1856 1801
|
||||
4 1819 1733 1664 1620 1613 1620
|
||||
4 1616 1647 1627 1627 1671 1668
|
||||
;Demand Pattern for Node 203
|
||||
5 4439 4531 4511 4582 4531 4582
|
||||
5 4572 4613 4643 4643 4592 4613
|
||||
5 4531 4521 4449 4439 4449 4460
|
||||
5 4439 4419 4368 4399 4470 4480
|
||||
|
||||
[CURVES]
|
||||
;ID X-Value Y-Value
|
||||
;PUMP: Pump Curve for Pump 10 (Lake Source)
|
||||
1 0 104.
|
||||
1 2000. 92.
|
||||
1 4000. 63.
|
||||
;PUMP: Pump Curve for Pump 335 (River Source)
|
||||
2 0 200.
|
||||
2 8000. 138.
|
||||
2 14000. 86.
|
||||
|
||||
[CONTROLS]
|
||||
;Lake source operates only part of the day
|
||||
Link 10 OPEN AT TIME 1
|
||||
Link 10 CLOSED AT TIME 15
|
||||
|
||||
;Pump 335 controlled by level in Tank 1
|
||||
;When pump is closed, bypass pipe is opened
|
||||
Link 335 OPEN IF Node 1 BELOW 17.1
|
||||
Link 335 CLOSED IF Node 1 ABOVE 19.1
|
||||
Link 330 CLOSED IF Node 1 BELOW 17.1
|
||||
Link 330 OPEN IF Node 1 ABOVE 19.1
|
||||
|
||||
|
||||
[RULES]
|
||||
|
||||
[ENERGY]
|
||||
Global Efficiency 75
|
||||
Global Price 0.0
|
||||
Demand Charge 0.0
|
||||
|
||||
[EMITTERS]
|
||||
;Junction Coefficient
|
||||
|
||||
[QUALITY]
|
||||
;Node InitQual
|
||||
|
||||
[SOURCES]
|
||||
;Node Type Quality Pattern
|
||||
|
||||
[REACTIONS]
|
||||
;Type Pipe/Tank Coefficient
|
||||
|
||||
|
||||
[REACTIONS]
|
||||
Order Bulk 1
|
||||
Order Tank 1
|
||||
Order Wall 1
|
||||
Global Bulk 0.0
|
||||
Global Wall 0.0
|
||||
Limiting Potential 0.0
|
||||
Roughness Correlation 0.0
|
||||
|
||||
[MIXING]
|
||||
;Tank Model
|
||||
|
||||
[TIMES]
|
||||
Duration 24:00
|
||||
Hydraulic Timestep 1:00
|
||||
Quality Timestep 0:05
|
||||
Pattern Timestep 1:00
|
||||
Pattern Start 0:00
|
||||
Report Timestep 1:00
|
||||
Report Start 0:00
|
||||
Start ClockTime 12 am
|
||||
Statistic None
|
||||
|
||||
[REPORT]
|
||||
Status Yes
|
||||
Summary No
|
||||
Nodes All
|
||||
Links All
|
||||
|
||||
[OPTIONS]
|
||||
Units GPM
|
||||
Headloss H-W
|
||||
Specific Gravity 1.0
|
||||
Viscosity 1.0
|
||||
Trials 40
|
||||
Accuracy 0.001
|
||||
CHECKFREQ 2
|
||||
MAXCHECK 10
|
||||
;DAMPLIMIT 0
|
||||
Unbalanced Continue 10
|
||||
Pattern 1
|
||||
Demand Multiplier 1.0
|
||||
Emitter Exponent 0.5
|
||||
Quality Trace Lake
|
||||
Diffusivity 1.0
|
||||
Tolerance 0.01
|
||||
|
||||
[COORDINATES]
|
||||
;Node X-Coord Y-Coord
|
||||
10 9.00 27.85
|
||||
15 38.68 23.76
|
||||
20 29.44 26.91
|
||||
35 25.46 10.52
|
||||
40 27.02 9.81
|
||||
50 33.01 3.01
|
||||
60 23.90 29.94
|
||||
601 23.00 29.49
|
||||
61 23.71 29.03
|
||||
101 13.81 22.94
|
||||
103 12.96 21.31
|
||||
105 16.97 21.28
|
||||
107 18.45 20.46
|
||||
109 17.64 18.92
|
||||
111 20.21 17.53
|
||||
113 22.04 16.61
|
||||
115 20.98 19.18
|
||||
117 21.69 21.28
|
||||
119 23.70 22.76
|
||||
120 22.08 23.10
|
||||
121 23.54 25.50
|
||||
123 23.37 27.31
|
||||
125 24.59 25.64
|
||||
127 29.29 26.40
|
||||
129 30.32 26.39
|
||||
131 37.89 29.55
|
||||
139 33.28 24.54
|
||||
141 35.68 23.08
|
||||
143 37.47 21.97
|
||||
145 33.02 19.29
|
||||
147 30.24 20.38
|
||||
149 29.62 20.74
|
||||
151 28.29 21.39
|
||||
153 28.13 22.63
|
||||
157 24.85 20.16
|
||||
159 23.12 17.50
|
||||
161 25.10 15.28
|
||||
163 25.39 14.98
|
||||
164 25.98 15.14
|
||||
166 26.48 15.13
|
||||
167 25.88 12.98
|
||||
169 25.68 12.74
|
||||
171 26.65 11.80
|
||||
173 26.87 11.59
|
||||
179 25.71 10.40
|
||||
181 25.72 10.74
|
||||
183 25.45 10.18
|
||||
184 25.15 9.52
|
||||
185 25.01 9.67
|
||||
187 23.64 11.04
|
||||
189 24.15 11.37
|
||||
191 22.10 14.07
|
||||
193 22.88 14.35
|
||||
195 23.18 14.72
|
||||
197 20.97 15.18
|
||||
199 29.42 8.44
|
||||
201 30.89 8.57
|
||||
203 31.14 8.89
|
||||
204 23.80 10.90
|
||||
205 29.20 6.46
|
||||
206 31.66 6.64
|
||||
207 31.00 6.61
|
||||
208 32.54 6.81
|
||||
209 33.76 6.59
|
||||
211 34.20 5.54
|
||||
213 35.26 6.16
|
||||
215 39.95 8.73
|
||||
217 42.11 8.67
|
||||
219 44.86 9.32
|
||||
225 43.53 7.38
|
||||
229 36.16 3.49
|
||||
231 38.38 2.54
|
||||
237 35.37 3.08
|
||||
239 35.76 2.31
|
||||
241 35.87 2.11
|
||||
243 37.04 0.00
|
||||
247 35.02 2.05
|
||||
249 35.02 1.81
|
||||
251 34.15 1.10
|
||||
253 32.17 1.88
|
||||
255 33.51 2.45
|
||||
257 21.17 23.32
|
||||
259 20.80 23.40
|
||||
261 20.79 21.45
|
||||
263 20.32 21.57
|
||||
265 25.39 13.60
|
||||
267 23.38 12.95
|
||||
269 25.03 12.14
|
||||
271 25.97 11.00
|
||||
273 29.16 7.38
|
||||
275 31.07 8.29
|
||||
River 24.15 31.06
|
||||
Lake 8.00 27.53
|
||||
1 27.46 9.84
|
||||
2 32.99 3.45
|
||||
3 29.41 27.27
|
||||
|
||||
[VERTICES]
|
||||
;Link X-Coord Y-Coord
|
||||
|
||||
[LABELS]
|
||||
;X-Coord Y-Coord Label & Anchor Node
|
||||
8.00 29.42 "LAKE"
|
||||
25.00 31.10 "RIVER"
|
||||
|
||||
[BACKDROP]
|
||||
DIMENSIONS 6.16 -1.55 46.70 32.61
|
||||
UNITS None
|
||||
FILE
|
||||
OFFSET 0.00 0.00
|
||||
|
||||
[END]
|
||||
17
tests/epanet-nrtestsuite/tests/examples/example3.json
Normal file
17
tests/epanet-nrtestsuite/tests/examples/example3.json
Normal file
@@ -0,0 +1,17 @@
|
||||
{
|
||||
"name": "Example 3",
|
||||
"version": "1.0",
|
||||
"description": "Dual-source system example",
|
||||
"args": [
|
||||
"example3.inp",
|
||||
"example3.rpt",
|
||||
"example3.out"
|
||||
],
|
||||
"input_files": [
|
||||
"example3.inp"
|
||||
],
|
||||
"output_files": {
|
||||
"example3.rpt": "epanet report",
|
||||
"example3.out": "epanet allclose"
|
||||
}
|
||||
}
|
||||
Reference in New Issue
Block a user