epyt


Nameepyt JSON
Version 1.1.3 PyPI version JSON
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home_pagehttps://github.com/OpenWaterAnalytics/EPyT
SummaryEPyT: An EPANET-Python Toolkit for Smart Water Network Simulations. The EPyT is inspired by the EPANET-Matlab Toolkit.
upload_time2024-05-01 07:22:01
maintainerNone
docs_urlNone
authorMarios S. Kyriakou
requires_python>=3.8
licenseNone
keywords epanet water networks hydraulics quality simulations emt epanet matlab toolkit
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# EPANET Python Toolkit (EPyT)

The `EPANET-Python Toolkit` is an open-source software, originally developed by the [KIOS Research and Innovation Center of Excellence, University of Cyprus](http://www.kios.ucy.ac.cy/) which operates within the Python environment, for providing a programming interface for the latest version of [EPANET](https://github.com/OpenWaterAnalytics/epanet), a hydraulic and quality modeling software created by the US EPA, with Python, a  high-level technical computing software. The goal of the EPANET Python Toolkit is to serve as a common programming framework for research and development in the growing field of smart water networks.

The `EPANET-Python Toolkit` features easy to use commands/wrappers for viewing, modifying, simulating and plotting results produced by the EPANET libraries.  

For support, please use the OWA community forum : http://community.wateranalytics.org/

## Table of Contents

- [EPANET Python Toolkit (EPyT)](#epanet-python-toolkit-epyt)
- [How to cite](#how-to-cite)
- [Requirements](#requirements)
- [How to install](#how-to-install)
- [How to use the Toolkit](#how-to-use-the-toolkit)
- [How to fix/report bugs](#how-to-fixreport-bugs)
- [Licenses](#licenses)
- [Contributors](#contributors)
- [Contributing](#contributing)
- [Recommendation](#recommendation)
- [List of Python Class Functions](#list-of-python-class-functions)
- [List of EPANET 2.2 Functions](#list-of-epanet-22-functions)
  
## How to cite 

Kyriakou, M. S., Demetriades, M., Vrachimis, S. G., Eliades, D. G., & Polycarpou, M. M. (2023). EPyT: An EPANET-Python Toolkit for Smart Water Network Simulations. Journal of Open Source Software, 8(92), 5947. https://doi.org/10.21105/joss.05947

```
@article{Kyriakou2023,
author = {Kyriakou, Marios S. and Demetriades, Marios and Vrachimis, Stelios G. and Eliades, Demetrios G. and Polycarpou, Marios M.},
doi = {10.21105/joss.05947},
journal = {Journal of Open Source Software},
month = dec,
number = {92},
pages = {5947},
title = {{EPyT: An EPANET-Python Toolkit for Smart Water Network Simulations}},
url = {https://joss.theoj.org/papers/10.21105/joss.05947},
volume = {8},
year = {2023}
}
```

&uparrow; [Back to top](#table-of-contents)

## Requirements

* Python >=3.8
* Windows, OSX or Linux
* [EPANET 2.2](https://github.com/OpenWaterAnalytics/epanet)

Linux: `sudo cp libepanet2.so /lib/x86_64-linux-gnu/libepanet.so`

&uparrow; [Back to top](#table-of-contents)

## How to install

**Environments -> base (root) -> open terminal -> pip install epyt**

* PyPI: <b>pip install epyt</b>

&uparrow; [Back to top](#table-of-contents)

## How to use the Toolkit

**Minimum Example:**

```python
>>> from epyt import epanet
>>> 
>>> d = epanet('Net1.inp')
>>> d.getNodeCount()
>>> d.getNodeElevations()
``` 

**Minumun Example using custom Library:**
```python
>>> from epyt import epanet
>>>
>>>epanetlib=os.path.join(os.getcwd(), 'epyt','libraries','win','epanet2.dll')
>>>msxlib=os.path.join(os.getcwd(), 'epyt','libraries','win','epanetmsx.dll')
>>>d = epanet(inpname, customlib=epanetlib)
>>>d.loadMSXFile(msxname, customMSXlib=msxlib)
``` 

**More examples:** 

[https://github.com/KIOS-Research/EPYT/tree/main/epyt/examples](https://github.com/KIOS-Research/EPYT/tree/main/epyt/examples#readme)

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## How to fix/report bugs

To fix a bug `Fork` the `EPyT`, `Edit` the code and make the appropriate change, and then `Pull` it so that we evaluate it. 

Keep in mind that some bugs may exist in the `EPANET` libraries, in case you are not receiving the expected results.

&uparrow; [Back to top](#table-of-contents)

## Licenses

* `EPANET`: Public Domain
* `EPANET-Python Toolkit (EPyT)`: EUPL

&uparrow; [Back to top](#table-of-contents)

## Contributors

* Marios Kyriakou, [KIOS Research and Innovation Center of Excellence, University of Cyprus](http://www.kios.ucy.ac.cy/)
* Marios Demetriades, [KIOS Research and Innovation Center of Excellence, University of Cyprus](http://www.kios.ucy.ac.cy/)
* Stelios Vrachimis, [KIOS Research and Innovation Center of Excellence, University of Cyprus](http://www.kios.ucy.ac.cy/)
* Demetrios Eliades, [KIOS Research and Innovation Center of Excellence, University of Cyprus](http://www.kios.ucy.ac.cy/)

The `EPyT` is based/inspired on the [EPANET-Matlab Toolkit](https://github.com/OpenWaterAnalytics/EPANET-Matlab-Toolkit).

## Contributing
If you want to contribute, please check out our [Code of Conduct](https://github.com/KIOS-Research/EPyT/blob/dev/CODE_OF_CONDUCT.md). Everyone is welcome to contribute whether reporting a new [issue](https://github.com/KIOS-Research/EPyT/issues), suggesting a new feature, or writing code. If you want to contribute code, you can create a new fork in the repo to your own account. Make your commits on your dev branch (based on dev) and when you are finished then you can create a [pull request](https://github.com/KIOS-Research/EPyT/pulls) to test the code and discuss your changes.

## Recommendation

* Install Anaconda<br>
* Run `EPyT` with [Spyder IDE](https://www.spyder-ide.org/)
* Run `EPyT` with [PyCharm](https://www.jetbrains.com/pycharm/)

*Settings on Spyder IDE*

* Tools -> Preferrences
![image](https://user-images.githubusercontent.com/2945956/154067349-3aed266f-3a23-4573-8b93-db0b4f224964.png)
* View -> Window layouts -> Matlab layout
* Enable interactive plot on matlibplot
  : Tools -> Preferences -> IPython console -> Graphics -> Graphics backend -> Backend: Automatic

&uparrow; [Back to top](#table-of-contents)

## List of Python Class Functions

|Function|Description|
|---------|----------|
|addControls|Adds a new simple control|
|addCurve|Adds a new curve appended to the end of the existing curves|
|addLinkPipe|Adds a new pipe|
|addLinkPipeCV|Adds a new control valve pipe|
|addLinkPump|Adds a new pump|
|addLinkValveFCV|Adds a new FCV valve|
|addLinkValveGPV|Adds a new GPV valve|
|addLinkValvePBV|Adds a new PBV valve|
|addLinkValvePRV|Adds a new PRV valve|
|addLinkValvePSV|Adds a new PSV valve|
|addLinkValveTCV|Adds a new TCV valve|
|addNodeJunction|Adds a new junction|
|addNodeJunctionDemand|Adds a new demand to a junction given the junction index, base demand, demand time pattern and demand category name|
|addNodeReservoir|Adds a new reservoir|
|addNodeTank|Adds a new tank|
|addPattern|Adds a new time pattern to the network|
|addRules|Adds a new rule-based control to a project|
|appRotateNetwork|Rotates the network by theta degrees counter-clockwise|
|appShiftNetwork|Shifts the network|
|clearReport|Clears the contents of a project's report file|
|closeHydraulicAnalysis|Closes the hydraulic analysis system, freeing all allocated memory|
|closeNetwork|Closes down the Toolkit system|
|closeQualityAnalysis|Closes the water quality analysis system, freeing all allocated memory|
|copyReport|Copies the current contents of a project's report file to another file|
|createProject|Creates a new epanet projec|
|deleteAllTemps|Delete all temporary files (.inp, .bin) created in networks folder|
|deleteControls|Deletes an existing simple control|
|deleteCurve|Deletes a data curve from a project|
|deleteLink|Deletes a link|
|deleteNode|Deletes nodes|
|deletePattern|Deletes a time pattern from a project|
|deletePatternsAll|Deletes all time patterns from a project|
|deleteProject|Deletes the epanet project|
|deleteRules|Deletes an existing rule-based control given it's index
|getAdjacencyMatrix|Compute the adjacency matrix (connectivity graph) considering the flows, using mean flow|
|getCMDCODE|Retrieves the CMC code|
|getComputedHydraulicTimeSeries|Computes hydraulic simulation and retrieves all time-series
|getComputedQualityTimeSeries|Computes Quality simulation and retrieves all or some time-series
|getComputedTimeSeries|Run analysis with binary fil
|getConnectivityMatrix|Retrieve the Connectivity Matrix of the networ
|getControlRulesCount|Retrieves the number of controls
|getControls|Retrieves the parameters of all control statements
|getCounts|Retrieves the number of network components
|getCurveComment|Retrieves the comment string of a curve
|getCurveCount|Retrieves the number of curves
|getCurveIndex|Retrieves the index of a curve with specific ID
|getCurveLengths|Retrieves number of points in a curve
|getCurveNameID|Retrieves the IDs of curves
|getCurveType|Retrieves the curve-type for all curves
|getCurveTypeIndex|Retrieves the curve-type index for all curves
|getCurveValue|Retrieves the X, Y values of points of curves
|getCurvesInfo|Retrieves all the info of curves
|getDemandModel|Retrieves the type of demand model in use and its parameters
|getENfunctionsImpemented|Retrieves the epanet functions that have been developed
|getError|Retrieves the text of the message associated with a particular error or warning code
|getFlowUnits|Retrieves flow units used to express all flow rates
|getLibFunctions|Retrieves the functions of DLL
|getLinkActualQuality|Retrieves the current computed link quality (read only)
|getLinkBulkReactionCoeff|Retrieves the value of all link bulk chemical reaction coefficient
|getLinkComment|Retrieves the comment string assigned to the link object
|getLinkCount|Retrieves the number of links
|getLinkDiameter|Retrieves the value of link diameters
|getLinkEnergy|Retrieves the current computed pump energy usage (read only)
|getLinkFlows|Retrieves the current computed flow rate (read only)
|getLinkHeadloss|Retrieves the current computed head loss (read only)
|getLinkIndex|Retrieves the indices of all links, or the indices of an ID set of links
|getLinkInitialSetting|Retrieves the value of all link roughness for pipes or initial speed for pumps or initial setting for valves
|getLinkInitialStatus|Retrieves the value of all link initial status
|getLinkLength|Retrieves the value of link lengths
|getLinkMinorLossCoeff|Retrieves the value of link minor loss coefficients
|getLinkNameID|Retrieves the ID label(s) of all links, or the IDs of an index set of links
|getLinkNodesIndex|Retrieves the indexes of the from/to nodes of all links
|getLinkPipeCount|Retrieves the number of pipes
|getLinkPipeIndex|Retrieves the pipe indices
|getLinkPipeNameID|Retrieves the pipe ID
|getLinkPumpCount|Retrieves the number of pumps
|getLinkPumpECost|Retrieves the pump average energy price
|getLinkPumpECurve|Retrieves the pump efficiency v
|getLinkPumpEPat|Retrieves the pump energy price time pattern index
|getLinkPumpEfficiency|Retrieves the current computed pump efficiency (read only)
|getLinkPumpHCurve|Retrieves the pump head v
|getLinkPumpHeadCurveIndex|Retrieves the index of a head curve for all pumps
|getLinkPumpIndex|Retrieves the pump indices
|getLinkPumpNameID|Retrieves the pump ID
|getLinkPumpPatternIndex|Retrieves the pump speed time pattern index
|getLinkPumpPatternNameID|Retrieves pump pattern name ID
|getLinkPumpPower|Retrieves the pump constant power rating (read only)
|getLinkPumpState|Retrieves the current computed pump state (read only) (see @ref EN_PumpStateType)
|getLinkPumpSwitches|Retrieves the number of pump switches
|getLinkPumpType|Retrieves the type of a pump
|getLinkPumpTypeCode|Retrieves the code of type of a pump
|getLinkQuality|Retrieves the value of link quality
|getLinkResultIndex|Retrieves the order in which a link's results were saved to an output file
|getLinkRoughnessCoeff|Retrieves the value of link roughness coefficient
|getLinkSettings|Retrieves the current computed value of all link roughness for pipes or actual speed for pumps or actual setting for valves
|getLinkStatus|Retrieves the current link status (see @ref EN_LinkStatusType) (0 = closed, 1 = open)
|getLinkType|Retrieves the link-type code for all links
|getLinkTypeIndex|Retrieves the link-type code for all links
|getLinkValveCount|Retrieves the number of valves
|getLinkValveIndex|Retrieves the valve indices
|getLinkValveNameID|Retrieves the valve ID
|getLinkVelocity|Retrieves the current computed flow velocity (read only)
|getLinkVertices|Retrieves the coordinate's of a vertex point assigned to a link
|getLinkVerticesCount|Retrieves the number of internal vertex points assigned to a link
|getLinkWallReactionCoeff|Retrieves the value of all pipe wall chemical reaction coefficient
|getLinksInfo|Retrieves all link info
|getNetworksDatabase|Retrieves all EPANET Input Files from EPyT database
|getNodeActualDemand|Retrieves the computed value of all node actual demands
|getNodeActualDemandSensingNodes|Retrieves the computed demand values at some sensing nodes
|getNodeActualQuality|Retrieves the computed values of the actual quality for all nodes
|getNodeActualQualitySensingNodes|Retrieves the computed quality values at some sensing node
|getNodeBaseDemands|Retrieves the value of all node base demands
|getNodeComment|Retrieves the comment string assigned to the node object
|getNodeCoordinates
|getNodeCount|Retrieves the number of nodes
|getNodeDemandCategoriesNumber|Retrieves the value of all node base demands categorie number
|getNodeDemandDeficit|Retrieves the amount that full demand is reduced under PDA
|getNodeDemandPatternIndex|Retrieves the value of all node base demands pattern index
|getNodeDemandPatternNameID|Retrieves the value of all node base demands pattern name ID
|getNodeElevations|Retrieves the value of all node elevations
|getNodeEmitterCoeff|Retrieves the value of all node emmitter coefficients
|getNodeHydraulicHead|Retrieves the computed values of all node hydraulic heads
|getNodeIndex|Retrieves the indices of all nodes or some nodes with a specified ID
|getNodeInitialQuality|Retrieves the value of all node initial quality
|getNodeJunctionCount|Retrieves the number of junction nodes
|getNodeJunctionDemandIndex|Retrieves the demand index of the junctions
|getNodeJunctionDemandName|Gets the name of a node's demand category
|getNodeJunctionIndex|Retrieves the indices of junctions
|getNodeJunctionNameID|Retrieves the junction ID label
|getNodeMassFlowRate|Retrieves the computed mass flow rates per minute of chemical sources for all nodes
|getNodeNameID|Retrieves the ID label of all nodes or some nodes with a specified index
|getNodePatternIndex|Retrieves the value of all node demand pattern indices
|getNodePressure|Retrieves the computed values of all node pressures
|getNodeReservoirCount|Retrieves the number of Reservoirs
|getNodeReservoirIndex|Retrieves the indices of reservoirs
|getNodeReservoirNameID|Retrieves the reservoir ID label
|getNodeResultIndex|Retrieves the order in which a node's results were saved to an output file
|getNodeSourcePatternIndex|Retrieves the value of all node source pattern index
|getNodeSourceQuality|Retrieves the value of all node source quality
|getNodeSourceType|Retrieves the value of all node source type
|getNodeSourceTypeIndex|Retrieves the value of all node source type index
|getNodeTankBulkReactionCoeff|Retrieves the tank bulk rate coefficient
|getNodeTankCanOverFlow|Retrieves the tank can overflow (= 1) or not (= 0)
|getNodeTankCount|Retrieves the number of Tanks
|getNodeTankData|Retrieves a group of properties for a tank
|getNodeTankDiameter|Retrieves the tank diameters
|getNodeTankIndex|Retrieves the tank indices
|getNodeTankInitialLevel|Retrieves the value of all tank initial water levels
|getNodeTankInitialWaterVolume|Retrieves the tank initial water volume
|getNodeTankMaximumWaterLevel|Retrieves the tank maximum water level
|getNodeTankMaximumWaterVolume|Retrieves the tank maximum water volume
|getNodeTankMinimumWaterLevel|Retrieves the tank minimum water level
|getNodeTankMinimumWaterVolume|Retrieves the tank minimum water volume
|getNodeTankMixZoneVolume|Retrieves the tank mixing zone volume
|getNodeTankMixingFraction|Retrieves the tank Fraction of total volume occupied by the inlet/outlet zone in a 2-compartment tank
|getNodeTankMixingModelCode|Retrieves the tank mixing model code
|getNodeTankMixingModelType|Retrieves the tank mixing model type
|getNodeTankNameID|Retrieves the tank IDs
|getNodeTankReservoirCount|Retrieves the number of tanks
|getNodeTankVolume|Retrieves the tank volume
|getNodeTankVolumeCurveIndex|Retrieves the tank volume curve index
|getNodeType|Retrieves the node-type code for all nodes
|getNodeTypeIndex|Retrieves the node-type code for all nodes
|getNodesConnectingLinksID|Retrieves the id of the from/to nodes of all links
|getNodesConnectingLinksIndex|Retrieves the indexes of the from/to nodes of all links
|getNodesInfo|Retrieves nodes info (elevations, demand patterns, emmitter coeff, initial quality, source quality, source pattern index, source type index, node type index)
|getOptionsAccuracyValue|Retrieves the total normalized flow change for hydraulic convergence
|getOptionsCheckFrequency|Retrieves the frequency of hydraulic status checks
|getOptionsDampLimit|Retrieves the accuracy level where solution damping begins
|getOptionsDemandCharge|Retrieves the energy charge per maximum KW usage
|getOptionsEmitterExponent|Retrieves the power exponent for the emmitters
|getOptionsExtraTrials|Retrieves the extra trials allowed if hydraulics don't converge
|getOptionsFlowChange|Retrieves the maximum flow change for hydraulic convergence
|getOptionsGlobalEffic|Retrieves the global efficiency for pumps(percent)
|getOptionsGlobalPattern|Retrieves the index of the global energy price pattern
|getOptionsGlobalPrice|Retrieves the global average energy price per kW-Hour
|getOptionsHeadError|Retrieves the maximum head loss error for hydraulic convergence
|getOptionsHeadLossFormula|Retrieves the headloss formula
|getOptionsLimitingConcentration|Retrieves the limiting concentration for growth reactions
|getOptionsMaxTrials|Retrieves the maximum hydraulic trials allowed for hydraulic convergence
|getOptionsMaximumCheck|Retrieves the maximum trials for status checking
|getOptionsPatternDemandMultiplier|Retrieves the global pattern demand multiplier
|getOptionsPipeBulkReactionOrder|Retrieves the bulk water reaction order for pipes
|getOptionsPipeWallReactionOrder|Retrieves the wall reaction order for pipes (either 0 or 1)
|getOptionsQualityTolerance|Retrieves the water quality analysis tolerance
|getOptionsSpecificDiffusivity|Retrieves the specific diffusivity (relative to chlorine at 20 deg C)
|getOptionsSpecificGravity|Retrieves the specific gravity
|getOptionsSpecificViscosity|Retrieves the specific viscosity
|getOptionsTankBulkReactionOrder|Retrieves the bulk water reaction order for tanks
|getPattern|Retrieves the multiplier factor for all patterns and all times
|getPatternAverageValue|Retrieves the average values of all the time patterns
|getPatternComment|Retrieves the comment string assigned to the pattern object
|getPatternCount|Retrieves the number of patterns
|getPatternIndex|Retrieves the index of all or some time patterns given their IDs
|getPatternLengths|Retrieves the number of time periods in all or some time patterns
|getPatternNameID|Retrieves the ID label of all or some time patterns indices
|getPatternValue|Retrieves the multiplier factor for a certain pattern and time
|getQualityCode|Retrieves the code of water quality analysis type
|getQualityInfo|Retrieves quality analysis information (type, chemical name, units, trace node ID)
|getQualityTraceNodeIndex|Retrieves the trace node index of water quality analysis type
|getQualityType|Retrieves the type of water quality analysis type
|getRuleCount|Retrieves the number of rules
|getRuleID|Retrieves the ID name of a rule-based control given its index
|getRuleInfo|Retrieves summary information about a rule-based control given it's index
|getRules|Retrieves the rule - based control statements
|getStatistic|Returns error code
|getTimeHTime|Retrieves the elapsed time of current hydraulic solution
|getTimeHaltFlag|Retrieves the number of halt flag indicating if the simulation was halted
|getTimeHydraulicStep|Retrieves the value of the hydraulic time step
|getTimeNextEvent|Retrieves the shortest time until a tank becomes empty or full
|getTimeNextEventTank|Retrieves the index of tank with shortest time to become empty or full
|getTimePatternStart|Retrieves the value of pattern start time
|getTimePatternStep|Retrieves the value of the pattern time step
|getTimeQTime|Retrieves the elapsed time of current quality solution
|getTimeQualityStep|Retrieves the value of the water quality time step
|getTimeReportingPeriods|Retrieves the number of reporting periods saved to the binary
|getTimeReportingStart|Retrieves the value of the reporting start time
|getTimeReportingStep|Retrieves the value of the reporting time step
|getTimeRuleControlStep|Retrieves the time step for evaluating rule-based controls
|getTimeSimulationDuration|Retrieves the value of simulation duration
|getTimeStartTime|Retrieves the simulation starting time of day
|getTimeStatisticsIndex|Retrieves the index of the type of time series post-processing
|getTimeStatisticsType|Retrieves the type of time series post-processing
|getTitle|Retrieves the title lines of the project
|getUnits|Retrieves the Units of Measurement
|getVersion|Retrieves the current EPANET version of DLL
|initializeEPANET|Initializes an EPANET project that isn't opened with an input fil
|initializeHydraulicAnalysis|Initializes storage tank levels, link status and settings, and the simulation clock time prior to running a hydraulic analysis
|initializeQualityAnalysis|Initializes water quality and the simulation clock time prior to running a water quality analysis
|loadEPANETFile|Load epanet file when use bin functions
|nextHydraulicAnalysisStep|Determines the length of time until the next hydraulic event occurs in an extended period simulation
|nextQualityAnalysisStep|Advances the water quality simulation to the start of the next hydraulic time period
|openAnyInp|Open as on matlab editor any EPANET input file using built function open
|openCurrentInp|Opens EPANET input file who is loade
|openHydraulicAnalysis|Opens the hydraulics analysis system
|openQualityAnalysis|Opens the water quality analysis system
|plot|Plot Network, show all components, plot pressure/flow/elevation|
|plot_close|Close all open figures|
|plot_save|Save plot|
|plot_show|Show plot|
|reloadNetwork|Reloads the Network (ENopen)
|runEPANETexe|Runs epanet .exe file|
|runHydraulicAnalysis|Runs a single period hydraulic analysis, retrieving the current simulation clock time t
|runQualityAnalysis|Makes available the hydraulic and water quality results that occur at the start of the next time period of a water quality analysis, where the start of the period is returned in t
|runsCompleteSimulation|Runs a complete hydraulic and water simulation to create binary & report files with name: [NETWORK_temp.txt], [NETWORK_temp.bin] OR you can use argument to runs a complete simulation via self.api.en_epane
|saveHydraulicFile|Saves the current contents of the binary hydraulics file to a file
|saveHydraulicsOutputReportingFile|Transfers results of a hydraulic simulation from the binary Hydraulics file to the binary Output file, where results are only reported at uniform reporting intervals
|saveInputFile|Writes all current network input data to a file using the format of an EPANET input file
|setCMDCODE|Sets the CMC code|
|setControls|Sets the parameters of a simple control statement
|setCurve|Sets x, y values for a specific curve
|setCurveComment|Sets the comment string of a curve
|setCurveNameID|Sets the name ID of a curve given it's index and the new ID
|setCurveValue|Sets x, y point for a specific point number and curve
|setDemandModel|Sets the type of demand model to use and its parameters
|setFlowUnitsAFD|Sets flow units to AFD(Acre-Feet per Day)
|setFlowUnitsCFS|Sets flow units to CFS(Cubic Feet per Second)
|setFlowUnitsCMD|Sets flow units to CMD(Cubic Meters per Day)
|setFlowUnitsCMH|Sets flow units to CMH(Cubic Meters per Hour)
|setFlowUnitsGPM|Sets flow units to GPM(Gallons Per Minute)
|setFlowUnitsIMGD|Sets flow units to IMGD(Imperial Million Gallons per Day)
|setFlowUnitsLPM|Sets flow units to LPM(Liters Per Minute)
|setFlowUnitsLPS|Sets flow units to LPS(Liters Per Second)
|setFlowUnitsMGD|Sets flow units to MGD(Million Gallons per Day)
|setFlowUnitsMLD|Sets flow units to MLD(Million Liters per Day)
|setLinkBulkReactionCoeff|Sets the value of bulk chemical reaction coefficient
|setLinkComment|Sets the comment string assigned to the link object
|setLinkDiameter|Sets the values of diameters
|setLinkInitialSetting|Sets the values of initial settings, roughness for pipes or initial speed for pumps or initial setting for valves
|setLinkInitialStatus|Sets the values of initial status
|setLinkLength|Sets the values of lengths
|setLinkMinorLossCoeff|Sets the values of minor loss coefficient
|setLinkNameID|Sets the ID name for links
|setLinkNodesIndex|Sets the indexes of a link's start- and end-nodes
|setLinkPipeData|Sets a group of properties for a pipe
|setLinkPumpECost|Sets the pump average energy price
|setLinkPumpECurve|Sets the pump efficiency v
|setLinkPumpEPat|Sets the pump energy price time pattern index
|setLinkPumpHCurve|Sets the pump head v
|setLinkPumpHeadCurveIndex|Sets the curves index for pumps index|
|setLinkPumpPatternIndex|Sets the pump speed time pattern index
|setLinkPumpPower|Sets the power for pumps
|setLinkRoughnessCoeff|Sets the values of roughness coefficient
|setLinkSettings|Sets the values of current settings, roughness for pipes or initial speed for pumps or initial setting for valves
|setLinkStatus|Sets the values of current status for links
|setLinkTypePipe|Sets the link type pipe for a specified link
|setLinkTypePipeCV|Sets the link type cvpipe(pipe with check valve) for a specified link
|setLinkTypePump|Sets the link type pump for a specified link
|setLinkTypeValveFCV|Sets the link type valve FCV(flow control valve) for a specified link
|setLinkTypeValveGPV|Sets the link type valve GPV(general purpose valve) for a specified link
|setLinkTypeValvePBV|Sets the link type valve PBV(pressure breaker valve) for a specified link
|setLinkTypeValvePRV|Sets the link type valve PRV(pressure reducing valve) for a specified link
|setLinkTypeValvePSV|Sets the link type valve PSV(pressure sustaining valve) for a specified link
|setLinkTypeValveTCV|Sets the link type valve TCV(throttle control valve) for a specified link
|setLinkVertices|Assigns a set of internal vertex points to a link
|setLinkWallReactionCoeff|Sets the value of wall chemical reaction coefficient
|setNodeBaseDemands|Sets the values of demand for nodes
|setNodeComment|Sets the comment string assigned to the node object
|setNodeCoordinates|Sets node coordinates
|setNodeDemandPatternIndex|Sets the values of demand time pattern indices
|setNodeElevations|Sets the values of elevation for nodes
|setNodeEmitterCoeff|Sets the values of emitter coefficient for nodes
|setNodeInitialQuality|Sets the values of initial quality for nodes
|setNodeJunctionData|Sets a group of properties for a junction node
|setNodeJunctionDemandName|Assigns a name to a node's demand category
|setNodeNameID|Sets the ID name for nodes
|setNodeSourcePatternIndex|Sets the values of quality source pattern index
|setNodeSourceQuality|Sets the values of quality source strength
|setNodeSourceType|Sets the values of quality source type
|setNodeTankBulkReactionCoeff|Sets the tank bulk reaction coefficient
|setNodeTankCanOverFlow|Sets the tank can-overflow (= 1) or not (= 0)
|setNodeTankData|Sets a group of properties for a tank
|setNodeTankDiameter|Sets the diameter value for tanks
|setNodeTankInitialLevel|Sets the values of initial level for tanks
|setNodeTankMaximumWaterLevel|Sets the maximum water level value for tanks
|setNodeTankMinimumWaterLevel|Sets the minimum water level value for tanks
|setNodeTankMinimumWaterVolume|Sets the minimum water volume value for tanks
|setNodeTankMixingFraction|Sets the tank mixing fraction of total volume occupied by the inlet/outlet zone in a 2-compartment tank
|setNodeTankMixingModelType|Sets the mixing model type value for tanks
|setNodeTypeJunction|Transforms a node to JUNCTION The new node keeps the id,coordinates and elevation of the deleted on
|setNodeTypeReservoir|Transforms a node to RESERVOIR The new node keeps the id,coordinates and elevation of the deleted on
|setNodeTypeTank|Transforms a node to TANK The new node keeps the id,coordinates and elevation of the deleted on
|setNodesConnectingLinksID|Sets the IDs of a link's start- and end-nodes
|setOptionsAccuracyValue|Sets the total normalized flow change for hydraulic convergence
|setOptionsCheckFrequency|Sets the frequency of hydraulic status checks
|setOptionsDampLimit|Sets the accuracy level where solution damping begins
|setOptionsDemandCharge|Sets the energy charge per maximum KW usage
|setOptionsEmitterExponent|Sets the power exponent for the emmitters
|setOptionsExtraTrials|Sets the extra trials allowed if hydraulics don't converge
|setOptionsFlowChange|Sets the maximum flow change for hydraulic convergence
|setOptionsGlobalEffic|Sets the global efficiency for pumps(percent)
|setOptionsGlobalPattern|Sets the global energy price pattern
|setOptionsGlobalPrice|Sets the global average energy price per kW-Hour
|setOptionsHeadError|Sets the maximum head loss error for hydraulic convergence
|setOptionsHeadLossFormula|Sets the headloss formula
|setOptionsLimitingConcentration|Sets the limiting concentration for growth reactions
|setOptionsMaxTrials|Sets the maximum hydraulic trials allowed for hydraulic convergence
|setOptionsMaximumCheck|Sets the maximum trials for status checking
|setOptionsPatternDemandMultiplier|Sets the global pattern demand multiplier
|setOptionsPipeBulkReactionOrder|Sets the bulk water reaction order for pipes
|setOptionsPipeWallReactionOrder|Sets the wall reaction order for pipes (either 0 or 1)
|setOptionsQualityTolerance|Sets the water quality analysis tolerance
|setOptionsSpecificDiffusivity|Sets the specific diffusivity (relative to chlorine at 20 deg C)
|setOptionsSpecificGravity|Sets the specific gravity
|setOptionsSpecificViscosity|Sets the specific viscosity
|setOptionsTankBulkReactionOrder|Sets the bulk water reaction order for tanks
|setPattern|Sets all of the multiplier factors for a specific time pattern
|setPatternComment|Sets the comment string assigned to the pattern object
|setPatternMatrix|Sets all of the multiplier factors for all time patterns
|setPatternNameID|Sets the name ID of a time pattern given it's index and the new ID
|setPatternValue|Sets the multiplier factor for a specific period within a time pattern
|setQualityType|Sets the type of water quality analysis called for
|setReport|Issues a report formatting command
|setReportFormatReset|Resets a project's report options to their default values
|setReportStatus|Sets the level of hydraulic status reporting
|setRuleElseAction|Sets rule - based control else actions
|setRulePremise|Sets the premise of a rule - based control
|setRulePremiseObejctNameID|Sets the ID of an object in a premise of a rule-based control
|setRulePremiseStatus|Sets the status being compared to in a premise of a rule-based control
|setRulePremiseValue|Sets the value being compared to in a premise of a rule-based control
|setRulePriority|Sets rule - based control priority
|setRuleThenAction|Sets rule - based control then actions
|setRules|Sets a rule - based control
|setTimeHydraulicStep|Sets the hydraulic time step
|setTimePatternStart|Sets the time when time patterns begin
|setTimePatternStep|Sets the time pattern step
|setTimeQualityStep|Sets the quality time step
|setTimeReportingStart|Sets the time when reporting starts
|setTimeReportingStep|Sets the reporting time step
|setTimeRuleControlStep|Sets the rule-based control evaluation time step
|setTimeSimulationDuration|Sets the simulation duration (in seconds)
|setTimeStatisticsType|Sets the statistic type
|setTitle|Sets the title lines of the project
|solveCompleteHydraulics|Runs a complete hydraulic simulation with results for all time periods written to the binary Hydraulics file
|solveCompleteQuality|Runs a complete water quality simulation with results at uniform reporting intervals written to EPANET's binary Output file
|splitPipe|Splits a pipe, creating two new pipes and adds a junction/node in between
|stepQualityAnalysisTimeLeft|Advances the water quality simulation one water quality time step
|unload|unload library and close the EPANET Toolkit system
|useHydraulicFile|Uses the contents of the specified file as the current binary hydraulics file
|writeLineInReportFile|Writes a line of text to the EPANET report file
|writeReport|Writes a formatted text report on simulation results to the Report file
|<b> MSX Functions </b>
|loadMSXFile|Opens the EPANET-MSX toolkit system|
|unloadMSX|Closes the EPANET-MSX toolkit system|
|addMSXPattern|Adds a new, empty MSX source time pattern to the project|
|initializeMSXQualityAnalysis|Initializes the MSX system before solving for water quality results in step-wise fashion|
|stepMSXQualityAnalysisTimeLeft|Advances the water quality solution through a single water quality time step when performing a step-wise simulation|
|saveMSXFile|Saves the data associated with the current MSX project into a new MSX input file|
|saveMSXQualityFile|Saves water quality results computed for each node, link and reporting time period to a named binary file|
|getMSXSourcePatternIndex|Retrieves the value of all node source pattern index|
|getMSXLinkInitqualValue|Retrieves the initial concentration of chemical species assigned to links of the pipe network|
|getMSXNodeInitqualValue|Retrieves the initial concentration of chemical species assigned to nodes|
|getMSXSourceLevel|Retrieves the value of all nodes source level|
|getMSXSourceType|Retrieves the value of all node source type|
|getMSXSourceNodeNameID|Retrieves the ID label of all nodes|
|getMSXSpeciesCount|Retrieves the number of species|
|getMSXSpeciesNameID|Retrieves the species IDs|
|getMSXSpeciesIndex|Retrieves the indices of species|
|getMSXSpeciesType|Retrieves the type of all species (BULK/WALL)|
|getMSXSpeciesUnits|Retrieves the species mass units|
|getMSXSpeciesATOL|Retrieves the atol|
|getMSXSpeciesRTOL|Retrieves the rtol|
|getMSXSpeciesConcentration|Retrieves the concentration of chemical species for nodes and links|
|getMSXConstantsCount|Retrieves the number of constants|
|getMSXConstantsNameID|Retrieves the ID name of constants (given its internal index number)|
|getMSXConstantsIndex|Retrieves the internal index number of constants (given its ID name)|
|getMSXPattern|Retrieves the multiplier factor for all patterns and all times|
|getMSXPatternsCount|Retrieves the number of patterns|
|getMSXPatternValue|Retrieves the multiplier at a specific time period for a given source time pattern|
|getMSXPatternsNameID|Retrieves the patterns IDs|
|getMSXPatternsIndex|Retrieves the indices of patterns|
|getMSXPatternsLengths|Retrieves the number of time periods in all or some patterns|
|getMSXParametersCount|Retrieves the number of parameters|
|getMSXParametersNameID|Retrieves the ID name of parameters|
|getMSXParametersIndex|Retrieves the indices of parameters|
|getMSXParametersPipesValue|Retrieves the value of reaction parameters for pipes|
|getMSXParametersTanksValue|Retrieves the value of reaction parameters for tanks|
|solveMSXCompleteHydraulics|Solves for system hydraulics over the entire simulation period saving results to an internal scratch file|
|solveMSXCompleteQuality|Solves for water quality over the entire simulation period and saves the results to an internal scratch file|
|getMSXError|Returns the text for an error message given its error code|
|getMSXOptions|Retrieves all the msx option parameters|
|getMSXTimeStep|Retrieves the time step|
|getMSXRateUnits|Retrieves the rate/time units (SEC/MIN/HR/DAY)|
|getMSXAreaUnits|Retrieves the area units (FT2/M2/CM2)|
|getMSXCompiler|Retrieves the compiler (NONE/VC/GC)|
|getMSXCoupling|Retrieves the coupling (FULL/NONE)|
|getMSXAtol|Retrieves the absolute concentration tolerance|
|getMSXRtol|Retrieves the relative concentration tolerance|
|getMSXComputedQualitySpecie|Retrieves the quality values for specific specie (e.g getMSXComputedQualitySpecie(['CL2']))|
|getMSXEquationsPipes|Retrieves the species dynamics in pipes|
|getMSXEquationsTanks|Retrieves the species dynamics in tanks|
|getMSXEquationsTerms|Retrieves the species dynamics in terms|
|setMSXAreaUnitsCM2|Sets area units to CM2|
|setMSXAreaUnitsFT2|Sets area units to FT2|
|setMSXAreaUnitsM2|Sets area units to M2|
|setMSXAtol|Sets the value of Atol|
|setMSXRtol|Sets the value of Rtol|
|setMSXCompilerGC|Sets compilet to GC|
|setMSXCompilerNONE|Sets compiler to None|
|setMSXCompilerVC|Sets compiler to VC|
|setMSXCouplingFULL|Sets coupling option to FULL|
|setMSXCouplingNONE|Sets coupling option to NONE|
|setMSXRateUnitsDAY|Sets rate units to DAY|
|setMSXRateUnitsHR|Sets rate units to HR|
|setMSXRateUnitsMIN|Sets rate units to MIN|
|setMSXRateUnitsSEC|Sets rate units to SEC|
|setMSXSolverEUL|Sets solver to EUL (standard Euler integrator)|
|setMSXSolverRK5|Sets solver to RK5 (Runge-Kutta 5th order integrator)|
|setMSXSolverROS2|Sets solver to ROS2 (2nd order Rosenbrock integrator)|
|setMSXTimeStep|Sets time step|
|setMSXPatternValue|Assigns a new value to the multiplier for a specific time period in a given MSX source time pattern|
|setMSXPattern|Sets all of the multiplier factors for a specific time pattern|
|setMSXParametersPipesValue|Assigns a value to a particular reaction parameter for given pipes|
|setMSXParametersTanksValue|Assigns a value to a particular reaction parameter for given tanks|
|setMSXConstantsValue|Assigns a new value to a specific reaction constant|
|useMSXHydraulicFile|Uses a previously saved EPANET hydraulics file as the source of hydraulic information|


## List of EPANET 2.2 Functions 

|Function|Description|
|---------|----------|
|ENepanet|Runs a complete EPANET simulation
|ENaddcontrol|Adds a new simple control to a project
|ENaddcurve|Adds a new data curve to a project
|ENadddemand|Appends a new demand to a junction node demands list
|ENaddlink|Adds a new link to a project
|ENaddnode|Adds a new node to a project
|ENaddpattern|Adds a new time pattern to a project
|ENaddrule|Adds a new rule-based control to a project
|ENclearreport|Clears the contents of a project's report file
|ENclose|Closes a project and frees all of its memory
|ENcloseH|Closes the hydraulic solver freeing all of its allocated memory
|ENcloseQ|Closes the water quality solver, freeing all of its allocated memory
|ENcopyreport|Copies the current contents of a project's report file to another file
|ENcreateproject|Copies the current contents of a project's report file to another file
|ENdeletecontrol|Deletes an existing simple control
|ENdeletecurve|Deletes a data curve from a project
|ENdeletedemand|Deletes a demand from a junction node
|ENdeletelink|Deletes a link from the project
|ENdeletenode|Deletes a node from a project
|ENdeletepattern|Deletes a time pattern from a project
|ENdeleteproject|Deletes an EPANET project
|ENdeleterule|Deletes an existing rule-based control
|ENgetaveragepatternvalue|Retrieves the average of all pattern factors in a time pattern
|ENgetbasedemand|Gets the base demand for one of a node's demand categories
|ENgetcomment|Sets a comment to a specific index
|ENgetcontrol|Retrieves the comment of a specific index of a type object
|ENgetcoord|Gets the (x,y) coordinates of a node
|ENgetcount|Retrieves the number of objects of a given type in a project
|ENgetcurve|Retrieves all of a curve's data
|ENgetcurveid|Retrieves the ID name of a curve given its index
|ENgetcurveindex|Retrieves the index of a curve given its ID name
|ENgetcurvelen|Retrieves the number of points in a curve
|ENgetcurvetype|Retrieves a curve's type
|ENgetcurvevalue|Retrieves the value of a single data point for a curve
|ENgetdemandindex|Retrieves the index of a node's named demand category
|ENgetdemandmodel|Retrieves the type of demand model in use and its parameters
|ENgetdemandname|Retrieves the name of a node's demand category
|ENgetdemandpattern|Retrieves the index of a time pattern assigned to one of a node's demand categories
|ENgetelseaction|Gets the properties of an ELSE action in a rule-based control
|ENgeterror|Returns the text of an error message generated by an error code, as warning
|ENgetflowunits|Retrieves a project's flow units
|ENgetheadcurveindex|Retrieves the curve assigned to a pump's head curve
|ENgetlinkid|Gets the ID name of a link given its index
|ENgetlinkindex|Gets the index of a link given its ID name
|ENgetlinknodes|Gets the indexes of a link's start- and end-nodes
|ENgetlinktype|Retrieves a link's type
|ENgetlinkvalue|Retrieves a property value for a link
|ENgetnodeid|Gets the ID name of a node given its index
|ENgetnodeindex|Gets the index of a node given its ID name
|ENgetnodetype|Retrieves a node's type given its index
|ENgetnodevalue|Retrieves a property value for a node
|ENgetnumdemands|Retrieves the number of demand categories for a junction node
|ENgetoption|Retrieves the value of an analysis option
|ENgetpatternid|Retrieves the ID name of a time pattern given its index
|ENgetpatternindex|Retrieves the index of a time pattern given its ID name
|ENgetpatternlen|Retrieves the number of time periods in a time pattern
|ENgetpatternvalue|Retrieves a time pattern's factor for a given time period
|ENgetpremise|Gets the properties of a premise in a rule-based control
|ENgetpumptype|Retrieves the type of head curve used by a pump
|ENgetqualinfo|Gets information about the type of water quality analysis requested
|ENgetqualtype|Retrieves the type of water quality analysis to be run
|ENgetresultindex|Retrieves the order in which a node or link appears in an output file
|ENgetrule|Retrieves summary information about a rule-based control
|ENgetruleID|Gets the ID name of a rule-based control given its index
|ENgetstatistic|Retrieves a particular simulation statistic
|ENgetthenaction|Gets the properties of a THEN action in a rule-based control
|ENgettimeparam|Retrieves the value of a time parameter
|ENgettitle|Retrieves the title lines of the project
|ENgetversion|Retrieves the toolkit API version number
|ENgetvertex|Retrieves the coordinate's of a vertex point assigned to a link
|ENgetvertexcount|Retrieves the number of internal vertex points assigned to a link
|ENinit|Initializes an EPANET project
|ENinitH|Initializes a network prior to running a hydraulic analysis
|ENinitQ|Initializes a network prior to running a water quality analysis
|ENnextH| Determines the length of time until the next hydraulic event occurs in an extended period simulation
|ENnextQ|Advances a water quality simulation over the time until the next hydraulic event
|ENopen|Opens an EPANET input file & reads in network data
|ENopenH|Opens a project's hydraulic solver
|ENopenQ|Opens a project's water quality solver
|ENreport|Writes simulation results in a tabular format to a project's report file
|ENresetreport|Resets a project's report options to their default values
|ENrunH|Computes a hydraulic solution for the current point in time
|ENrunQ|Makes hydraulic and water quality results at the start of the current time period available to a project's water quality solver
|ENsaveH|Transfers a project's hydraulics results from its temporary hydraulics file to its binary output file, where results are only reported at uniform reporting intervals
|ENsavehydfile|Saves a project's temporary hydraulics file to disk
|ENsaveinpfile|Saves a project's data to an EPANET-formatted text file
|ENsetbasedemand|Sets the base demand for one of a node's demand categories
|ENsetcomment|Sets a comment to a specific index
|ENsetcontrol|Sets the properties of an existing simple control
|ENsetcoord|Sets the (x,y) coordinates of a node
|ENsetcurve|Assigns a set of data points to a curve
|ENsetcurveid|Changes the ID name of a data curve given its index
|ENsetcurvevalue|Sets the value of a single data point for a curve
|ENsetdemandmodel|Sets the Type of demand model to use and its parameters
|ENsetdemandname|Assigns a name to a node's demand category
|ENsetdemandpattern|Sets the index of a time pattern used for one of a node's demand categories
|ENsetelseaction|Sets the properties of an ELSE action in a rule-based control
|ENsetflowunits|Sets a project's flow units
|ENsetheadcurveindex|Assigns a curve to a pump's head curve
|ENsetjuncdata|Sets a group of properties for a junction node
|ENsetlinkid|Changes the ID name of a link
|ENsetlinknodes|Sets the indexes of a link's start- and end-nodes
|ENsetlinktype|Changes a link's type
|ENsetlinkvalue|Sets a property value for a link
|ENsetnodeid|Changes the ID name of a node
|ENsetnodevalue|Sets a property value for a node
|ENsetoption|Sets the value for an anlysis option
|ENsetpattern|Sets the pattern factors for a given time pattern
|ENsetpatternid|Changes the ID name of a time pattern given its index
|ENsetpatternvalue|Sets a time pattern's factor for a given time period
|ENsetpipedata|Sets a group of properties for a pipe link
|ENsetpremise|Sets the properties of a premise in a rule-based control
|ENsetpremiseindex|Sets the index of an object in a premise of a rule-based control
|ENsetpremisestatus|Sets the status being compared to in a premise of a rule-based control
|ENsetpremisevalue|Sets the value in a premise of a rule-based control
|ENsetqualtype|Sets the type of water quality analysis to run
|ENsetreport|Processes a reporting format command
|ENsetrulepriority|Sets the priority of a rule-based control
|ENsetstatusreport|Sets the level of hydraulic status reporting
|ENsettankdata|Sets a group of properties for a tank node
|ENsetthenaction|Sets the properties of a THEN action in a rule-based control
|ENsettimeparam|Sets the value of a time parameter
|ENsettitle|Sets the title lines of the project
|ENsetvertices|Assigns a set of internal vertex points to a link
|ENsolveH|Runs a complete hydraulic simulation with results for all time periods written to a temporary hydraulics file
|ENsolveQ| Runs a complete water quality simulation with results at uniform reporting intervals written to the project's binary output file
|ENstepQ|Advances a water quality simulation by a single water quality time step
|ENusehydfile|Uses a previously saved binary hydraulics file to supply a project's hydraulics
|ENwriteline|Writes a line of text to a project's report file

&uparrow; [Back to top](#table-of-contents)

            

Raw data

            {
    "_id": null,
    "home_page": "https://github.com/OpenWaterAnalytics/EPyT",
    "name": "epyt",
    "maintainer": null,
    "docs_url": null,
    "requires_python": ">=3.8",
    "maintainer_email": null,
    "keywords": "epanet, water, networks, hydraulics, quality, simulations, emt, epanet matlab toolkit",
    "author": "Marios S. Kyriakou",
    "author_email": "kiriakou.marios@ucy.ac.cy",
    "download_url": null,
    "platform": null,
    "description": "\ufeff<a href=\"http://www.kios.ucy.ac.cy\"><img src=\"https://www.kios.ucy.ac.cy/wp-content/uploads/2021/07/Logotype-KIOS.svg\" width=\"200\" height=\"100\"/><a>\r\n\r\n[![license](https://img.shields.io/pypi/l/epyt.svg)](https://github.com/KIOS-Research/EPyT/blob/main/LICENSE.md)\r\n[![pypi](https://img.shields.io/pypi/v/epyt.svg)](https://pypi.org/project/epyt/)\r\n[![Downloads](https://static.pepy.tech/badge/epyt)](https://pepy.tech/project/epyt)\r\n[![Downloads](https://static.pepy.tech/badge/epyt/month)](https://pepy.tech/project/epyt)\r\n[![build](https://github.com/OpenWaterAnalytics/EPyT/actions/workflows/build_tests.yml/badge.svg)](https://github.com/OpenWaterAnalytics/EPyT/actions/workflows/build_tests.yml)\r\n[![Documentation Status](https://readthedocs.org/projects/epanet-python-toolkit-epyt/badge/?version=latest)](https://epanet-python-toolkit-epyt.readthedocs.io/en/latest/?badge=latest)\r\n[![DOI](https://joss.theoj.org/papers/10.21105/joss.05947/status.svg)](https://doi.org/10.21105/joss.05947)\r\n\r\n\r\n# EPANET Python Toolkit (EPyT)\r\n\r\nThe `EPANET-Python Toolkit` is an open-source software, originally developed by the [KIOS Research and Innovation Center of Excellence, University of Cyprus](http://www.kios.ucy.ac.cy/) which operates within the Python environment, for providing a programming interface for the latest version of [EPANET](https://github.com/OpenWaterAnalytics/epanet), a hydraulic and quality modeling software created by the US EPA, with Python, a  high-level technical computing software. The goal of the EPANET Python Toolkit is to serve as a common programming framework for research and development in the growing field of smart water networks.\r\n\r\nThe `EPANET-Python Toolkit` features easy to use commands/wrappers for viewing, modifying, simulating and plotting results produced by the EPANET libraries.  \r\n\r\nFor support, please use the OWA community forum : http://community.wateranalytics.org/\r\n\r\n## Table of Contents\r\n\r\n- [EPANET Python Toolkit (EPyT)](#epanet-python-toolkit-epyt)\r\n- [How to cite](#how-to-cite)\r\n- [Requirements](#requirements)\r\n- [How to install](#how-to-install)\r\n- [How to use the Toolkit](#how-to-use-the-toolkit)\r\n- [How to fix/report bugs](#how-to-fixreport-bugs)\r\n- [Licenses](#licenses)\r\n- [Contributors](#contributors)\r\n- [Contributing](#contributing)\r\n- [Recommendation](#recommendation)\r\n- [List of Python Class Functions](#list-of-python-class-functions)\r\n- [List of EPANET 2.2 Functions](#list-of-epanet-22-functions)\r\n  \r\n## How to cite \r\n\r\nKyriakou, M. S., Demetriades, M., Vrachimis, S. G., Eliades, D. G., & Polycarpou, M. M. (2023). EPyT: An EPANET-Python Toolkit for Smart Water Network Simulations. Journal of Open Source Software, 8(92), 5947. https://doi.org/10.21105/joss.05947\r\n\r\n```\r\n@article{Kyriakou2023,\r\nauthor = {Kyriakou, Marios S. and Demetriades, Marios and Vrachimis, Stelios G. and Eliades, Demetrios G. and Polycarpou, Marios M.},\r\ndoi = {10.21105/joss.05947},\r\njournal = {Journal of Open Source Software},\r\nmonth = dec,\r\nnumber = {92},\r\npages = {5947},\r\ntitle = {{EPyT: An EPANET-Python Toolkit for Smart Water Network Simulations}},\r\nurl = {https://joss.theoj.org/papers/10.21105/joss.05947},\r\nvolume = {8},\r\nyear = {2023}\r\n}\r\n```\r\n\r\n&uparrow; [Back to top](#table-of-contents)\r\n\r\n## Requirements\r\n\r\n* Python >=3.8\r\n* Windows, OSX or Linux\r\n* [EPANET 2.2](https://github.com/OpenWaterAnalytics/epanet)\r\n\r\nLinux: `sudo cp libepanet2.so /lib/x86_64-linux-gnu/libepanet.so`\r\n\r\n&uparrow; [Back to top](#table-of-contents)\r\n\r\n## How to install\r\n\r\n**Environments -> base (root) -> open terminal -> pip install epyt**\r\n\r\n* PyPI: <b>pip install epyt</b>\r\n\r\n&uparrow; [Back to top](#table-of-contents)\r\n\r\n## How to use the Toolkit\r\n\r\n**Minimum Example:**\r\n\r\n```python\r\n>>> from epyt import epanet\r\n>>> \r\n>>> d = epanet('Net1.inp')\r\n>>> d.getNodeCount()\r\n>>> d.getNodeElevations()\r\n``` \r\n\r\n**Minumun Example using custom Library:**\r\n```python\r\n>>> from epyt import epanet\r\n>>>\r\n>>>epanetlib=os.path.join(os.getcwd(), 'epyt','libraries','win','epanet2.dll')\r\n>>>msxlib=os.path.join(os.getcwd(), 'epyt','libraries','win','epanetmsx.dll')\r\n>>>d = epanet(inpname, customlib=epanetlib)\r\n>>>d.loadMSXFile(msxname, customMSXlib=msxlib)\r\n``` \r\n\r\n**More examples:** \r\n\r\n[https://github.com/KIOS-Research/EPYT/tree/main/epyt/examples](https://github.com/KIOS-Research/EPYT/tree/main/epyt/examples#readme)\r\n\r\n&uparrow; [Back to top](#table-of-contents)\r\n\r\n## How to fix/report bugs\r\n\r\nTo fix a bug `Fork` the `EPyT`, `Edit` the code and make the appropriate change, and then `Pull` it so that we evaluate it. \r\n\r\nKeep in mind that some bugs may exist in the `EPANET` libraries, in case you are not receiving the expected results.\r\n\r\n&uparrow; [Back to top](#table-of-contents)\r\n\r\n## Licenses\r\n\r\n* `EPANET`: Public Domain\r\n* `EPANET-Python Toolkit (EPyT)`: EUPL\r\n\r\n&uparrow; [Back to top](#table-of-contents)\r\n\r\n## Contributors\r\n\r\n* Marios Kyriakou, [KIOS Research and Innovation Center of Excellence, University of Cyprus](http://www.kios.ucy.ac.cy/)\r\n* Marios Demetriades, [KIOS Research and Innovation Center of Excellence, University of Cyprus](http://www.kios.ucy.ac.cy/)\r\n* Stelios Vrachimis, [KIOS Research and Innovation Center of Excellence, University of Cyprus](http://www.kios.ucy.ac.cy/)\r\n* Demetrios Eliades, [KIOS Research and Innovation Center of Excellence, University of Cyprus](http://www.kios.ucy.ac.cy/)\r\n\r\nThe `EPyT` is based/inspired on the [EPANET-Matlab Toolkit](https://github.com/OpenWaterAnalytics/EPANET-Matlab-Toolkit).\r\n\r\n## Contributing\r\nIf you want to contribute, please check out our [Code of Conduct](https://github.com/KIOS-Research/EPyT/blob/dev/CODE_OF_CONDUCT.md). Everyone is welcome to contribute whether reporting a new [issue](https://github.com/KIOS-Research/EPyT/issues), suggesting a new feature, or writing code. If you want to contribute code, you can create a new fork in the repo to your own account. Make your commits on your dev branch (based on dev) and when you are finished then you can create a [pull request](https://github.com/KIOS-Research/EPyT/pulls) to test the code and discuss your changes.\r\n\r\n## Recommendation\r\n\r\n* Install Anaconda<br>\r\n* Run `EPyT` with [Spyder IDE](https://www.spyder-ide.org/)\r\n* Run `EPyT` with [PyCharm](https://www.jetbrains.com/pycharm/)\r\n\r\n*Settings on Spyder IDE*\r\n\r\n* Tools -> Preferrences\r\n![image](https://user-images.githubusercontent.com/2945956/154067349-3aed266f-3a23-4573-8b93-db0b4f224964.png)\r\n* View -> Window layouts -> Matlab layout\r\n* Enable interactive plot on matlibplot\r\n  : Tools -> Preferences -> IPython console -> Graphics -> Graphics backend -> Backend: Automatic\r\n\r\n&uparrow; [Back to top](#table-of-contents)\r\n\r\n## List of Python Class Functions\r\n\r\n|Function|Description|\r\n|---------|----------|\r\n|addControls|Adds a new simple control|\r\n|addCurve|Adds a new curve appended to the end of the existing curves|\r\n|addLinkPipe|Adds a new pipe|\r\n|addLinkPipeCV|Adds a new control valve pipe|\r\n|addLinkPump|Adds a new pump|\r\n|addLinkValveFCV|Adds a new FCV valve|\r\n|addLinkValveGPV|Adds a new GPV valve|\r\n|addLinkValvePBV|Adds a new PBV valve|\r\n|addLinkValvePRV|Adds a new PRV valve|\r\n|addLinkValvePSV|Adds a new PSV valve|\r\n|addLinkValveTCV|Adds a new TCV valve|\r\n|addNodeJunction|Adds a new junction|\r\n|addNodeJunctionDemand|Adds a new demand to a junction given the junction index, base demand, demand time pattern and demand category name|\r\n|addNodeReservoir|Adds a new reservoir|\r\n|addNodeTank|Adds a new tank|\r\n|addPattern|Adds a new time pattern to the network|\r\n|addRules|Adds a new rule-based control to a project|\r\n|appRotateNetwork|Rotates the network by theta degrees counter-clockwise|\r\n|appShiftNetwork|Shifts the network|\r\n|clearReport|Clears the contents of a project's report file|\r\n|closeHydraulicAnalysis|Closes the hydraulic analysis system, freeing all allocated memory|\r\n|closeNetwork|Closes down the Toolkit system|\r\n|closeQualityAnalysis|Closes the water quality analysis system, freeing all allocated memory|\r\n|copyReport|Copies the current contents of a project's report file to another file|\r\n|createProject|Creates a new epanet projec|\r\n|deleteAllTemps|Delete all temporary files (.inp, .bin) created in networks folder|\r\n|deleteControls|Deletes an existing simple control|\r\n|deleteCurve|Deletes a data curve from a project|\r\n|deleteLink|Deletes a link|\r\n|deleteNode|Deletes nodes|\r\n|deletePattern|Deletes a time pattern from a project|\r\n|deletePatternsAll|Deletes all time patterns from a project|\r\n|deleteProject|Deletes the epanet project|\r\n|deleteRules|Deletes an existing rule-based control given it's index\r\n|getAdjacencyMatrix|Compute the adjacency matrix (connectivity graph) considering the flows, using mean flow|\r\n|getCMDCODE|Retrieves the CMC code|\r\n|getComputedHydraulicTimeSeries|Computes hydraulic simulation and retrieves all time-series\r\n|getComputedQualityTimeSeries|Computes Quality simulation and retrieves all or some time-series\r\n|getComputedTimeSeries|Run analysis with binary fil\r\n|getConnectivityMatrix|Retrieve the Connectivity Matrix of the networ\r\n|getControlRulesCount|Retrieves the number of controls\r\n|getControls|Retrieves the parameters of all control statements\r\n|getCounts|Retrieves the number of network components\r\n|getCurveComment|Retrieves the comment string of a curve\r\n|getCurveCount|Retrieves the number of curves\r\n|getCurveIndex|Retrieves the index of a curve with specific ID\r\n|getCurveLengths|Retrieves number of points in a curve\r\n|getCurveNameID|Retrieves the IDs of curves\r\n|getCurveType|Retrieves the curve-type for all curves\r\n|getCurveTypeIndex|Retrieves the curve-type index for all curves\r\n|getCurveValue|Retrieves the X, Y values of points of curves\r\n|getCurvesInfo|Retrieves all the info of curves\r\n|getDemandModel|Retrieves the type of demand model in use and its parameters\r\n|getENfunctionsImpemented|Retrieves the epanet functions that have been developed\r\n|getError|Retrieves the text of the message associated with a particular error or warning code\r\n|getFlowUnits|Retrieves flow units used to express all flow rates\r\n|getLibFunctions|Retrieves the functions of DLL\r\n|getLinkActualQuality|Retrieves the current computed link quality (read only)\r\n|getLinkBulkReactionCoeff|Retrieves the value of all link bulk chemical reaction coefficient\r\n|getLinkComment|Retrieves the comment string assigned to the link object\r\n|getLinkCount|Retrieves the number of links\r\n|getLinkDiameter|Retrieves the value of link diameters\r\n|getLinkEnergy|Retrieves the current computed pump energy usage (read only)\r\n|getLinkFlows|Retrieves the current computed flow rate (read only)\r\n|getLinkHeadloss|Retrieves the current computed head loss (read only)\r\n|getLinkIndex|Retrieves the indices of all links, or the indices of an ID set of links\r\n|getLinkInitialSetting|Retrieves the value of all link roughness for pipes or initial speed for pumps or initial setting for valves\r\n|getLinkInitialStatus|Retrieves the value of all link initial status\r\n|getLinkLength|Retrieves the value of link lengths\r\n|getLinkMinorLossCoeff|Retrieves the value of link minor loss coefficients\r\n|getLinkNameID|Retrieves the ID label(s) of all links, or the IDs of an index set of links\r\n|getLinkNodesIndex|Retrieves the indexes of the from/to nodes of all links\r\n|getLinkPipeCount|Retrieves the number of pipes\r\n|getLinkPipeIndex|Retrieves the pipe indices\r\n|getLinkPipeNameID|Retrieves the pipe ID\r\n|getLinkPumpCount|Retrieves the number of pumps\r\n|getLinkPumpECost|Retrieves the pump average energy price\r\n|getLinkPumpECurve|Retrieves the pump efficiency v\r\n|getLinkPumpEPat|Retrieves the pump energy price time pattern index\r\n|getLinkPumpEfficiency|Retrieves the current computed pump efficiency (read only)\r\n|getLinkPumpHCurve|Retrieves the pump head v\r\n|getLinkPumpHeadCurveIndex|Retrieves the index of a head curve for all pumps\r\n|getLinkPumpIndex|Retrieves the pump indices\r\n|getLinkPumpNameID|Retrieves the pump ID\r\n|getLinkPumpPatternIndex|Retrieves the pump speed time pattern index\r\n|getLinkPumpPatternNameID|Retrieves pump pattern name ID\r\n|getLinkPumpPower|Retrieves the pump constant power rating (read only)\r\n|getLinkPumpState|Retrieves the current computed pump state (read only) (see @ref EN_PumpStateType)\r\n|getLinkPumpSwitches|Retrieves the number of pump switches\r\n|getLinkPumpType|Retrieves the type of a pump\r\n|getLinkPumpTypeCode|Retrieves the code of type of a pump\r\n|getLinkQuality|Retrieves the value of link quality\r\n|getLinkResultIndex|Retrieves the order in which a link's results were saved to an output file\r\n|getLinkRoughnessCoeff|Retrieves the value of link roughness coefficient\r\n|getLinkSettings|Retrieves the current computed value of all link roughness for pipes or actual speed for pumps or actual setting for valves\r\n|getLinkStatus|Retrieves the current link status (see @ref EN_LinkStatusType) (0 = closed, 1 = open)\r\n|getLinkType|Retrieves the link-type code for all links\r\n|getLinkTypeIndex|Retrieves the link-type code for all links\r\n|getLinkValveCount|Retrieves the number of valves\r\n|getLinkValveIndex|Retrieves the valve indices\r\n|getLinkValveNameID|Retrieves the valve ID\r\n|getLinkVelocity|Retrieves the current computed flow velocity (read only)\r\n|getLinkVertices|Retrieves the coordinate's of a vertex point assigned to a link\r\n|getLinkVerticesCount|Retrieves the number of internal vertex points assigned to a link\r\n|getLinkWallReactionCoeff|Retrieves the value of all pipe wall chemical reaction coefficient\r\n|getLinksInfo|Retrieves all link info\r\n|getNetworksDatabase|Retrieves all EPANET Input Files from EPyT database\r\n|getNodeActualDemand|Retrieves the computed value of all node actual demands\r\n|getNodeActualDemandSensingNodes|Retrieves the computed demand values at some sensing nodes\r\n|getNodeActualQuality|Retrieves the computed values of the actual quality for all nodes\r\n|getNodeActualQualitySensingNodes|Retrieves the computed quality values at some sensing node\r\n|getNodeBaseDemands|Retrieves the value of all node base demands\r\n|getNodeComment|Retrieves the comment string assigned to the node object\r\n|getNodeCoordinates\r\n|getNodeCount|Retrieves the number of nodes\r\n|getNodeDemandCategoriesNumber|Retrieves the value of all node base demands categorie number\r\n|getNodeDemandDeficit|Retrieves the amount that full demand is reduced under PDA\r\n|getNodeDemandPatternIndex|Retrieves the value of all node base demands pattern index\r\n|getNodeDemandPatternNameID|Retrieves the value of all node base demands pattern name ID\r\n|getNodeElevations|Retrieves the value of all node elevations\r\n|getNodeEmitterCoeff|Retrieves the value of all node emmitter coefficients\r\n|getNodeHydraulicHead|Retrieves the computed values of all node hydraulic heads\r\n|getNodeIndex|Retrieves the indices of all nodes or some nodes with a specified ID\r\n|getNodeInitialQuality|Retrieves the value of all node initial quality\r\n|getNodeJunctionCount|Retrieves the number of junction nodes\r\n|getNodeJunctionDemandIndex|Retrieves the demand index of the junctions\r\n|getNodeJunctionDemandName|Gets the name of a node's demand category\r\n|getNodeJunctionIndex|Retrieves the indices of junctions\r\n|getNodeJunctionNameID|Retrieves the junction ID label\r\n|getNodeMassFlowRate|Retrieves the computed mass flow rates per minute of chemical sources for all nodes\r\n|getNodeNameID|Retrieves the ID label of all nodes or some nodes with a specified index\r\n|getNodePatternIndex|Retrieves the value of all node demand pattern indices\r\n|getNodePressure|Retrieves the computed values of all node pressures\r\n|getNodeReservoirCount|Retrieves the number of Reservoirs\r\n|getNodeReservoirIndex|Retrieves the indices of reservoirs\r\n|getNodeReservoirNameID|Retrieves the reservoir ID label\r\n|getNodeResultIndex|Retrieves the order in which a node's results were saved to an output file\r\n|getNodeSourcePatternIndex|Retrieves the value of all node source pattern index\r\n|getNodeSourceQuality|Retrieves the value of all node source quality\r\n|getNodeSourceType|Retrieves the value of all node source type\r\n|getNodeSourceTypeIndex|Retrieves the value of all node source type index\r\n|getNodeTankBulkReactionCoeff|Retrieves the tank bulk rate coefficient\r\n|getNodeTankCanOverFlow|Retrieves the tank can overflow (= 1) or not (= 0)\r\n|getNodeTankCount|Retrieves the number of Tanks\r\n|getNodeTankData|Retrieves a group of properties for a tank\r\n|getNodeTankDiameter|Retrieves the tank diameters\r\n|getNodeTankIndex|Retrieves the tank indices\r\n|getNodeTankInitialLevel|Retrieves the value of all tank initial water levels\r\n|getNodeTankInitialWaterVolume|Retrieves the tank initial water volume\r\n|getNodeTankMaximumWaterLevel|Retrieves the tank maximum water level\r\n|getNodeTankMaximumWaterVolume|Retrieves the tank maximum water volume\r\n|getNodeTankMinimumWaterLevel|Retrieves the tank minimum water level\r\n|getNodeTankMinimumWaterVolume|Retrieves the tank minimum water volume\r\n|getNodeTankMixZoneVolume|Retrieves the tank mixing zone volume\r\n|getNodeTankMixingFraction|Retrieves the tank Fraction of total volume occupied by the inlet/outlet zone in a 2-compartment tank\r\n|getNodeTankMixingModelCode|Retrieves the tank mixing model code\r\n|getNodeTankMixingModelType|Retrieves the tank mixing model type\r\n|getNodeTankNameID|Retrieves the tank IDs\r\n|getNodeTankReservoirCount|Retrieves the number of tanks\r\n|getNodeTankVolume|Retrieves the tank volume\r\n|getNodeTankVolumeCurveIndex|Retrieves the tank volume curve index\r\n|getNodeType|Retrieves the node-type code for all nodes\r\n|getNodeTypeIndex|Retrieves the node-type code for all nodes\r\n|getNodesConnectingLinksID|Retrieves the id of the from/to nodes of all links\r\n|getNodesConnectingLinksIndex|Retrieves the indexes of the from/to nodes of all links\r\n|getNodesInfo|Retrieves nodes info (elevations, demand patterns, emmitter coeff, initial quality, source quality, source pattern index, source type index, node type index)\r\n|getOptionsAccuracyValue|Retrieves the total normalized flow change for hydraulic convergence\r\n|getOptionsCheckFrequency|Retrieves the frequency of hydraulic status checks\r\n|getOptionsDampLimit|Retrieves the accuracy level where solution damping begins\r\n|getOptionsDemandCharge|Retrieves the energy charge per maximum KW usage\r\n|getOptionsEmitterExponent|Retrieves the power exponent for the emmitters\r\n|getOptionsExtraTrials|Retrieves the extra trials allowed if hydraulics don't converge\r\n|getOptionsFlowChange|Retrieves the maximum flow change for hydraulic convergence\r\n|getOptionsGlobalEffic|Retrieves the global efficiency for pumps(percent)\r\n|getOptionsGlobalPattern|Retrieves the index of the global energy price pattern\r\n|getOptionsGlobalPrice|Retrieves the global average energy price per kW-Hour\r\n|getOptionsHeadError|Retrieves the maximum head loss error for hydraulic convergence\r\n|getOptionsHeadLossFormula|Retrieves the headloss formula\r\n|getOptionsLimitingConcentration|Retrieves the limiting concentration for growth reactions\r\n|getOptionsMaxTrials|Retrieves the maximum hydraulic trials allowed for hydraulic convergence\r\n|getOptionsMaximumCheck|Retrieves the maximum trials for status checking\r\n|getOptionsPatternDemandMultiplier|Retrieves the global pattern demand multiplier\r\n|getOptionsPipeBulkReactionOrder|Retrieves the bulk water reaction order for pipes\r\n|getOptionsPipeWallReactionOrder|Retrieves the wall reaction order for pipes (either 0 or 1)\r\n|getOptionsQualityTolerance|Retrieves the water quality analysis tolerance\r\n|getOptionsSpecificDiffusivity|Retrieves the specific diffusivity (relative to chlorine at 20 deg C)\r\n|getOptionsSpecificGravity|Retrieves the specific gravity\r\n|getOptionsSpecificViscosity|Retrieves the specific viscosity\r\n|getOptionsTankBulkReactionOrder|Retrieves the bulk water reaction order for tanks\r\n|getPattern|Retrieves the multiplier factor for all patterns and all times\r\n|getPatternAverageValue|Retrieves the average values of all the time patterns\r\n|getPatternComment|Retrieves the comment string assigned to the pattern object\r\n|getPatternCount|Retrieves the number of patterns\r\n|getPatternIndex|Retrieves the index of all or some time patterns given their IDs\r\n|getPatternLengths|Retrieves the number of time periods in all or some time patterns\r\n|getPatternNameID|Retrieves the ID label of all or some time patterns indices\r\n|getPatternValue|Retrieves the multiplier factor for a certain pattern and time\r\n|getQualityCode|Retrieves the code of water quality analysis type\r\n|getQualityInfo|Retrieves quality analysis information (type, chemical name, units, trace node ID)\r\n|getQualityTraceNodeIndex|Retrieves the trace node index of water quality analysis type\r\n|getQualityType|Retrieves the type of water quality analysis type\r\n|getRuleCount|Retrieves the number of rules\r\n|getRuleID|Retrieves the ID name of a rule-based control given its index\r\n|getRuleInfo|Retrieves summary information about a rule-based control given it's index\r\n|getRules|Retrieves the rule - based control statements\r\n|getStatistic|Returns error code\r\n|getTimeHTime|Retrieves the elapsed time of current hydraulic solution\r\n|getTimeHaltFlag|Retrieves the number of halt flag indicating if the simulation was halted\r\n|getTimeHydraulicStep|Retrieves the value of the hydraulic time step\r\n|getTimeNextEvent|Retrieves the shortest time until a tank becomes empty or full\r\n|getTimeNextEventTank|Retrieves the index of tank with shortest time to become empty or full\r\n|getTimePatternStart|Retrieves the value of pattern start time\r\n|getTimePatternStep|Retrieves the value of the pattern time step\r\n|getTimeQTime|Retrieves the elapsed time of current quality solution\r\n|getTimeQualityStep|Retrieves the value of the water quality time step\r\n|getTimeReportingPeriods|Retrieves the number of reporting periods saved to the binary\r\n|getTimeReportingStart|Retrieves the value of the reporting start time\r\n|getTimeReportingStep|Retrieves the value of the reporting time step\r\n|getTimeRuleControlStep|Retrieves the time step for evaluating rule-based controls\r\n|getTimeSimulationDuration|Retrieves the value of simulation duration\r\n|getTimeStartTime|Retrieves the simulation starting time of day\r\n|getTimeStatisticsIndex|Retrieves the index of the type of time series post-processing\r\n|getTimeStatisticsType|Retrieves the type of time series post-processing\r\n|getTitle|Retrieves the title lines of the project\r\n|getUnits|Retrieves the Units of Measurement\r\n|getVersion|Retrieves the current EPANET version of DLL\r\n|initializeEPANET|Initializes an EPANET project that isn't opened with an input fil\r\n|initializeHydraulicAnalysis|Initializes storage tank levels, link status and settings, and the simulation clock time prior to running a hydraulic analysis\r\n|initializeQualityAnalysis|Initializes water quality and the simulation clock time prior to running a water quality analysis\r\n|loadEPANETFile|Load epanet file when use bin functions\r\n|nextHydraulicAnalysisStep|Determines the length of time until the next hydraulic event occurs in an extended period simulation\r\n|nextQualityAnalysisStep|Advances the water quality simulation to the start of the next hydraulic time period\r\n|openAnyInp|Open as on matlab editor any EPANET input file using built function open\r\n|openCurrentInp|Opens EPANET input file who is loade\r\n|openHydraulicAnalysis|Opens the hydraulics analysis system\r\n|openQualityAnalysis|Opens the water quality analysis system\r\n|plot|Plot Network, show all components, plot pressure/flow/elevation|\r\n|plot_close|Close all open figures|\r\n|plot_save|Save plot|\r\n|plot_show|Show plot|\r\n|reloadNetwork|Reloads the Network (ENopen)\r\n|runEPANETexe|Runs epanet .exe file|\r\n|runHydraulicAnalysis|Runs a single period hydraulic analysis, retrieving the current simulation clock time t\r\n|runQualityAnalysis|Makes available the hydraulic and water quality results that occur at the start of the next time period of a water quality analysis, where the start of the period is returned in t\r\n|runsCompleteSimulation|Runs a complete hydraulic and water simulation to create binary & report files with name: [NETWORK_temp.txt], [NETWORK_temp.bin] OR you can use argument to runs a complete simulation via self.api.en_epane\r\n|saveHydraulicFile|Saves the current contents of the binary hydraulics file to a file\r\n|saveHydraulicsOutputReportingFile|Transfers results of a hydraulic simulation from the binary Hydraulics file to the binary Output file, where results are only reported at uniform reporting intervals\r\n|saveInputFile|Writes all current network input data to a file using the format of an EPANET input file\r\n|setCMDCODE|Sets the CMC code|\r\n|setControls|Sets the parameters of a simple control statement\r\n|setCurve|Sets x, y values for a specific curve\r\n|setCurveComment|Sets the comment string of a curve\r\n|setCurveNameID|Sets the name ID of a curve given it's index and the new ID\r\n|setCurveValue|Sets x, y point for a specific point number and curve\r\n|setDemandModel|Sets the type of demand model to use and its parameters\r\n|setFlowUnitsAFD|Sets flow units to AFD(Acre-Feet per Day)\r\n|setFlowUnitsCFS|Sets flow units to CFS(Cubic Feet per Second)\r\n|setFlowUnitsCMD|Sets flow units to CMD(Cubic Meters per Day)\r\n|setFlowUnitsCMH|Sets flow units to CMH(Cubic Meters per Hour)\r\n|setFlowUnitsGPM|Sets flow units to GPM(Gallons Per Minute)\r\n|setFlowUnitsIMGD|Sets flow units to IMGD(Imperial Million Gallons per Day)\r\n|setFlowUnitsLPM|Sets flow units to LPM(Liters Per Minute)\r\n|setFlowUnitsLPS|Sets flow units to LPS(Liters Per Second)\r\n|setFlowUnitsMGD|Sets flow units to MGD(Million Gallons per Day)\r\n|setFlowUnitsMLD|Sets flow units to MLD(Million Liters per Day)\r\n|setLinkBulkReactionCoeff|Sets the value of bulk chemical reaction coefficient\r\n|setLinkComment|Sets the comment string assigned to the link object\r\n|setLinkDiameter|Sets the values of diameters\r\n|setLinkInitialSetting|Sets the values of initial settings, roughness for pipes or initial speed for pumps or initial setting for valves\r\n|setLinkInitialStatus|Sets the values of initial status\r\n|setLinkLength|Sets the values of lengths\r\n|setLinkMinorLossCoeff|Sets the values of minor loss coefficient\r\n|setLinkNameID|Sets the ID name for links\r\n|setLinkNodesIndex|Sets the indexes of a link's start- and end-nodes\r\n|setLinkPipeData|Sets a group of properties for a pipe\r\n|setLinkPumpECost|Sets the pump average energy price\r\n|setLinkPumpECurve|Sets the pump efficiency v\r\n|setLinkPumpEPat|Sets the pump energy price time pattern index\r\n|setLinkPumpHCurve|Sets the pump head v\r\n|setLinkPumpHeadCurveIndex|Sets the curves index for pumps index|\r\n|setLinkPumpPatternIndex|Sets the pump speed time pattern index\r\n|setLinkPumpPower|Sets the power for pumps\r\n|setLinkRoughnessCoeff|Sets the values of roughness coefficient\r\n|setLinkSettings|Sets the values of current settings, roughness for pipes or initial speed for pumps or initial setting for valves\r\n|setLinkStatus|Sets the values of current status for links\r\n|setLinkTypePipe|Sets the link type pipe for a specified link\r\n|setLinkTypePipeCV|Sets the link type cvpipe(pipe with check valve) for a specified link\r\n|setLinkTypePump|Sets the link type pump for a specified link\r\n|setLinkTypeValveFCV|Sets the link type valve FCV(flow control valve) for a specified link\r\n|setLinkTypeValveGPV|Sets the link type valve GPV(general purpose valve) for a specified link\r\n|setLinkTypeValvePBV|Sets the link type valve PBV(pressure breaker valve) for a specified link\r\n|setLinkTypeValvePRV|Sets the link type valve PRV(pressure reducing valve) for a specified link\r\n|setLinkTypeValvePSV|Sets the link type valve PSV(pressure sustaining valve) for a specified link\r\n|setLinkTypeValveTCV|Sets the link type valve TCV(throttle control valve) for a specified link\r\n|setLinkVertices|Assigns a set of internal vertex points to a link\r\n|setLinkWallReactionCoeff|Sets the value of wall chemical reaction coefficient\r\n|setNodeBaseDemands|Sets the values of demand for nodes\r\n|setNodeComment|Sets the comment string assigned to the node object\r\n|setNodeCoordinates|Sets node coordinates\r\n|setNodeDemandPatternIndex|Sets the values of demand time pattern indices\r\n|setNodeElevations|Sets the values of elevation for nodes\r\n|setNodeEmitterCoeff|Sets the values of emitter coefficient for nodes\r\n|setNodeInitialQuality|Sets the values of initial quality for nodes\r\n|setNodeJunctionData|Sets a group of properties for a junction node\r\n|setNodeJunctionDemandName|Assigns a name to a node's demand category\r\n|setNodeNameID|Sets the ID name for nodes\r\n|setNodeSourcePatternIndex|Sets the values of quality source pattern index\r\n|setNodeSourceQuality|Sets the values of quality source strength\r\n|setNodeSourceType|Sets the values of quality source type\r\n|setNodeTankBulkReactionCoeff|Sets the tank bulk reaction coefficient\r\n|setNodeTankCanOverFlow|Sets the tank can-overflow (= 1) or not (= 0)\r\n|setNodeTankData|Sets a group of properties for a tank\r\n|setNodeTankDiameter|Sets the diameter value for tanks\r\n|setNodeTankInitialLevel|Sets the values of initial level for tanks\r\n|setNodeTankMaximumWaterLevel|Sets the maximum water level value for tanks\r\n|setNodeTankMinimumWaterLevel|Sets the minimum water level value for tanks\r\n|setNodeTankMinimumWaterVolume|Sets the minimum water volume value for tanks\r\n|setNodeTankMixingFraction|Sets the tank mixing fraction of total volume occupied by the inlet/outlet zone in a 2-compartment tank\r\n|setNodeTankMixingModelType|Sets the mixing model type value for tanks\r\n|setNodeTypeJunction|Transforms a node to JUNCTION The new node keeps the id,coordinates and elevation of the deleted on\r\n|setNodeTypeReservoir|Transforms a node to RESERVOIR The new node keeps the id,coordinates and elevation of the deleted on\r\n|setNodeTypeTank|Transforms a node to TANK The new node keeps the id,coordinates and elevation of the deleted on\r\n|setNodesConnectingLinksID|Sets the IDs of a link's start- and end-nodes\r\n|setOptionsAccuracyValue|Sets the total normalized flow change for hydraulic convergence\r\n|setOptionsCheckFrequency|Sets the frequency of hydraulic status checks\r\n|setOptionsDampLimit|Sets the accuracy level where solution damping begins\r\n|setOptionsDemandCharge|Sets the energy charge per maximum KW usage\r\n|setOptionsEmitterExponent|Sets the power exponent for the emmitters\r\n|setOptionsExtraTrials|Sets the extra trials allowed if hydraulics don't converge\r\n|setOptionsFlowChange|Sets the maximum flow change for hydraulic convergence\r\n|setOptionsGlobalEffic|Sets the global efficiency for pumps(percent)\r\n|setOptionsGlobalPattern|Sets the global energy price pattern\r\n|setOptionsGlobalPrice|Sets the global average energy price per kW-Hour\r\n|setOptionsHeadError|Sets the maximum head loss error for hydraulic convergence\r\n|setOptionsHeadLossFormula|Sets the headloss formula\r\n|setOptionsLimitingConcentration|Sets the limiting concentration for growth reactions\r\n|setOptionsMaxTrials|Sets the maximum hydraulic trials allowed for hydraulic convergence\r\n|setOptionsMaximumCheck|Sets the maximum trials for status checking\r\n|setOptionsPatternDemandMultiplier|Sets the global pattern demand multiplier\r\n|setOptionsPipeBulkReactionOrder|Sets the bulk water reaction order for pipes\r\n|setOptionsPipeWallReactionOrder|Sets the wall reaction order for pipes (either 0 or 1)\r\n|setOptionsQualityTolerance|Sets the water quality analysis tolerance\r\n|setOptionsSpecificDiffusivity|Sets the specific diffusivity (relative to chlorine at 20 deg C)\r\n|setOptionsSpecificGravity|Sets the specific gravity\r\n|setOptionsSpecificViscosity|Sets the specific viscosity\r\n|setOptionsTankBulkReactionOrder|Sets the bulk water reaction order for tanks\r\n|setPattern|Sets all of the multiplier factors for a specific time pattern\r\n|setPatternComment|Sets the comment string assigned to the pattern object\r\n|setPatternMatrix|Sets all of the multiplier factors for all time patterns\r\n|setPatternNameID|Sets the name ID of a time pattern given it's index and the new ID\r\n|setPatternValue|Sets the multiplier factor for a specific period within a time pattern\r\n|setQualityType|Sets the type of water quality analysis called for\r\n|setReport|Issues a report formatting command\r\n|setReportFormatReset|Resets a project's report options to their default values\r\n|setReportStatus|Sets the level of hydraulic status reporting\r\n|setRuleElseAction|Sets rule - based control else actions\r\n|setRulePremise|Sets the premise of a rule - based control\r\n|setRulePremiseObejctNameID|Sets the ID of an object in a premise of a rule-based control\r\n|setRulePremiseStatus|Sets the status being compared to in a premise of a rule-based control\r\n|setRulePremiseValue|Sets the value being compared to in a premise of a rule-based control\r\n|setRulePriority|Sets rule - based control priority\r\n|setRuleThenAction|Sets rule - based control then actions\r\n|setRules|Sets a rule - based control\r\n|setTimeHydraulicStep|Sets the hydraulic time step\r\n|setTimePatternStart|Sets the time when time patterns begin\r\n|setTimePatternStep|Sets the time pattern step\r\n|setTimeQualityStep|Sets the quality time step\r\n|setTimeReportingStart|Sets the time when reporting starts\r\n|setTimeReportingStep|Sets the reporting time step\r\n|setTimeRuleControlStep|Sets the rule-based control evaluation time step\r\n|setTimeSimulationDuration|Sets the simulation duration (in seconds)\r\n|setTimeStatisticsType|Sets the statistic type\r\n|setTitle|Sets the title lines of the project\r\n|solveCompleteHydraulics|Runs a complete hydraulic simulation with results for all time periods written to the binary Hydraulics file\r\n|solveCompleteQuality|Runs a complete water quality simulation with results at uniform reporting intervals written to EPANET's binary Output file\r\n|splitPipe|Splits a pipe, creating two new pipes and adds a junction/node in between\r\n|stepQualityAnalysisTimeLeft|Advances the water quality simulation one water quality time step\r\n|unload|unload library and close the EPANET Toolkit system\r\n|useHydraulicFile|Uses the contents of the specified file as the current binary hydraulics file\r\n|writeLineInReportFile|Writes a line of text to the EPANET report file\r\n|writeReport|Writes a formatted text report on simulation results to the Report file\r\n|<b> MSX Functions </b>\r\n|loadMSXFile|Opens the EPANET-MSX toolkit system|\r\n|unloadMSX|Closes the EPANET-MSX toolkit system|\r\n|addMSXPattern|Adds a new, empty MSX source time pattern to the project|\r\n|initializeMSXQualityAnalysis|Initializes the MSX system before solving for water quality results in step-wise fashion|\r\n|stepMSXQualityAnalysisTimeLeft|Advances the water quality solution through a single water quality time step when performing a step-wise simulation|\r\n|saveMSXFile|Saves the data associated with the current MSX project into a new MSX input file|\r\n|saveMSXQualityFile|Saves water quality results computed for each node, link and reporting time period to a named binary file|\r\n|getMSXSourcePatternIndex|Retrieves the value of all node source pattern index|\r\n|getMSXLinkInitqualValue|Retrieves the initial concentration of chemical species assigned to links of the pipe network|\r\n|getMSXNodeInitqualValue|Retrieves the initial concentration of chemical species assigned to nodes|\r\n|getMSXSourceLevel|Retrieves the value of all nodes source level|\r\n|getMSXSourceType|Retrieves the value of all node source type|\r\n|getMSXSourceNodeNameID|Retrieves the ID label of all nodes|\r\n|getMSXSpeciesCount|Retrieves the number of species|\r\n|getMSXSpeciesNameID|Retrieves the species IDs|\r\n|getMSXSpeciesIndex|Retrieves the indices of species|\r\n|getMSXSpeciesType|Retrieves the type of all species (BULK/WALL)|\r\n|getMSXSpeciesUnits|Retrieves the species mass units|\r\n|getMSXSpeciesATOL|Retrieves the atol|\r\n|getMSXSpeciesRTOL|Retrieves the rtol|\r\n|getMSXSpeciesConcentration|Retrieves the concentration of chemical species for nodes and links|\r\n|getMSXConstantsCount|Retrieves the number of constants|\r\n|getMSXConstantsNameID|Retrieves the ID name of constants (given its internal index number)|\r\n|getMSXConstantsIndex|Retrieves the internal index number of constants (given its ID name)|\r\n|getMSXPattern|Retrieves the multiplier factor for all patterns and all times|\r\n|getMSXPatternsCount|Retrieves the number of patterns|\r\n|getMSXPatternValue|Retrieves the multiplier at a specific time period for a given source time pattern|\r\n|getMSXPatternsNameID|Retrieves the patterns IDs|\r\n|getMSXPatternsIndex|Retrieves the indices of patterns|\r\n|getMSXPatternsLengths|Retrieves the number of time periods in all or some patterns|\r\n|getMSXParametersCount|Retrieves the number of parameters|\r\n|getMSXParametersNameID|Retrieves the ID name of parameters|\r\n|getMSXParametersIndex|Retrieves the indices of parameters|\r\n|getMSXParametersPipesValue|Retrieves the value of reaction parameters for pipes|\r\n|getMSXParametersTanksValue|Retrieves the value of reaction parameters for tanks|\r\n|solveMSXCompleteHydraulics|Solves for system hydraulics over the entire simulation period saving results to an internal scratch file|\r\n|solveMSXCompleteQuality|Solves for water quality over the entire simulation period and saves the results to an internal scratch file|\r\n|getMSXError|Returns the text for an error message given its error code|\r\n|getMSXOptions|Retrieves all the msx option parameters|\r\n|getMSXTimeStep|Retrieves the time step|\r\n|getMSXRateUnits|Retrieves the rate/time units (SEC/MIN/HR/DAY)|\r\n|getMSXAreaUnits|Retrieves the area units (FT2/M2/CM2)|\r\n|getMSXCompiler|Retrieves the compiler (NONE/VC/GC)|\r\n|getMSXCoupling|Retrieves the coupling (FULL/NONE)|\r\n|getMSXAtol|Retrieves the absolute concentration tolerance|\r\n|getMSXRtol|Retrieves the relative concentration tolerance|\r\n|getMSXComputedQualitySpecie|Retrieves the quality values for specific specie (e.g getMSXComputedQualitySpecie(['CL2']))|\r\n|getMSXEquationsPipes|Retrieves the species dynamics in pipes|\r\n|getMSXEquationsTanks|Retrieves the species dynamics in tanks|\r\n|getMSXEquationsTerms|Retrieves the species dynamics in terms|\r\n|setMSXAreaUnitsCM2|Sets area units to CM2|\r\n|setMSXAreaUnitsFT2|Sets area units to FT2|\r\n|setMSXAreaUnitsM2|Sets area units to M2|\r\n|setMSXAtol|Sets the value of Atol|\r\n|setMSXRtol|Sets the value of Rtol|\r\n|setMSXCompilerGC|Sets compilet to GC|\r\n|setMSXCompilerNONE|Sets compiler to None|\r\n|setMSXCompilerVC|Sets compiler to VC|\r\n|setMSXCouplingFULL|Sets coupling option to FULL|\r\n|setMSXCouplingNONE|Sets coupling option to NONE|\r\n|setMSXRateUnitsDAY|Sets rate units to DAY|\r\n|setMSXRateUnitsHR|Sets rate units to HR|\r\n|setMSXRateUnitsMIN|Sets rate units to MIN|\r\n|setMSXRateUnitsSEC|Sets rate units to SEC|\r\n|setMSXSolverEUL|Sets solver to EUL (standard Euler integrator)|\r\n|setMSXSolverRK5|Sets solver to RK5 (Runge-Kutta 5th order integrator)|\r\n|setMSXSolverROS2|Sets solver to ROS2 (2nd order Rosenbrock integrator)|\r\n|setMSXTimeStep|Sets time step|\r\n|setMSXPatternValue|Assigns a new value to the multiplier for a specific time period in a given MSX source time pattern|\r\n|setMSXPattern|Sets all of the multiplier factors for a specific time pattern|\r\n|setMSXParametersPipesValue|Assigns a value to a particular reaction parameter for given pipes|\r\n|setMSXParametersTanksValue|Assigns a value to a particular reaction parameter for given tanks|\r\n|setMSXConstantsValue|Assigns a new value to a specific reaction constant|\r\n|useMSXHydraulicFile|Uses a previously saved EPANET hydraulics file as the source of hydraulic information|\r\n\r\n\r\n## List of EPANET 2.2 Functions \r\n\r\n|Function|Description|\r\n|---------|----------|\r\n|ENepanet|Runs a complete EPANET simulation\r\n|ENaddcontrol|Adds a new simple control to a project\r\n|ENaddcurve|Adds a new data curve to a project\r\n|ENadddemand|Appends a new demand to a junction node demands list\r\n|ENaddlink|Adds a new link to a project\r\n|ENaddnode|Adds a new node to a project\r\n|ENaddpattern|Adds a new time pattern to a project\r\n|ENaddrule|Adds a new rule-based control to a project\r\n|ENclearreport|Clears the contents of a project's report file\r\n|ENclose|Closes a project and frees all of its memory\r\n|ENcloseH|Closes the hydraulic solver freeing all of its allocated memory\r\n|ENcloseQ|Closes the water quality solver, freeing all of its allocated memory\r\n|ENcopyreport|Copies the current contents of a project's report file to another file\r\n|ENcreateproject|Copies the current contents of a project's report file to another file\r\n|ENdeletecontrol|Deletes an existing simple control\r\n|ENdeletecurve|Deletes a data curve from a project\r\n|ENdeletedemand|Deletes a demand from a junction node\r\n|ENdeletelink|Deletes a link from the project\r\n|ENdeletenode|Deletes a node from a project\r\n|ENdeletepattern|Deletes a time pattern from a project\r\n|ENdeleteproject|Deletes an EPANET project\r\n|ENdeleterule|Deletes an existing rule-based control\r\n|ENgetaveragepatternvalue|Retrieves the average of all pattern factors in a time pattern\r\n|ENgetbasedemand|Gets the base demand for one of a node's demand categories\r\n|ENgetcomment|Sets a comment to a specific index\r\n|ENgetcontrol|Retrieves the comment of a specific index of a type object\r\n|ENgetcoord|Gets the (x,y) coordinates of a node\r\n|ENgetcount|Retrieves the number of objects of a given type in a project\r\n|ENgetcurve|Retrieves all of a curve's data\r\n|ENgetcurveid|Retrieves the ID name of a curve given its index\r\n|ENgetcurveindex|Retrieves the index of a curve given its ID name\r\n|ENgetcurvelen|Retrieves the number of points in a curve\r\n|ENgetcurvetype|Retrieves a curve's type\r\n|ENgetcurvevalue|Retrieves the value of a single data point for a curve\r\n|ENgetdemandindex|Retrieves the index of a node's named demand category\r\n|ENgetdemandmodel|Retrieves the type of demand model in use and its parameters\r\n|ENgetdemandname|Retrieves the name of a node's demand category\r\n|ENgetdemandpattern|Retrieves the index of a time pattern assigned to one of a node's demand categories\r\n|ENgetelseaction|Gets the properties of an ELSE action in a rule-based control\r\n|ENgeterror|Returns the text of an error message generated by an error code, as warning\r\n|ENgetflowunits|Retrieves a project's flow units\r\n|ENgetheadcurveindex|Retrieves the curve assigned to a pump's head curve\r\n|ENgetlinkid|Gets the ID name of a link given its index\r\n|ENgetlinkindex|Gets the index of a link given its ID name\r\n|ENgetlinknodes|Gets the indexes of a link's start- and end-nodes\r\n|ENgetlinktype|Retrieves a link's type\r\n|ENgetlinkvalue|Retrieves a property value for a link\r\n|ENgetnodeid|Gets the ID name of a node given its index\r\n|ENgetnodeindex|Gets the index of a node given its ID name\r\n|ENgetnodetype|Retrieves a node's type given its index\r\n|ENgetnodevalue|Retrieves a property value for a node\r\n|ENgetnumdemands|Retrieves the number of demand categories for a junction node\r\n|ENgetoption|Retrieves the value of an analysis option\r\n|ENgetpatternid|Retrieves the ID name of a time pattern given its index\r\n|ENgetpatternindex|Retrieves the index of a time pattern given its ID name\r\n|ENgetpatternlen|Retrieves the number of time periods in a time pattern\r\n|ENgetpatternvalue|Retrieves a time pattern's factor for a given time period\r\n|ENgetpremise|Gets the properties of a premise in a rule-based control\r\n|ENgetpumptype|Retrieves the type of head curve used by a pump\r\n|ENgetqualinfo|Gets information about the type of water quality analysis requested\r\n|ENgetqualtype|Retrieves the type of water quality analysis to be run\r\n|ENgetresultindex|Retrieves the order in which a node or link appears in an output file\r\n|ENgetrule|Retrieves summary information about a rule-based control\r\n|ENgetruleID|Gets the ID name of a rule-based control given its index\r\n|ENgetstatistic|Retrieves a particular simulation statistic\r\n|ENgetthenaction|Gets the properties of a THEN action in a rule-based control\r\n|ENgettimeparam|Retrieves the value of a time parameter\r\n|ENgettitle|Retrieves the title lines of the project\r\n|ENgetversion|Retrieves the toolkit API version number\r\n|ENgetvertex|Retrieves the coordinate's of a vertex point assigned to a link\r\n|ENgetvertexcount|Retrieves the number of internal vertex points assigned to a link\r\n|ENinit|Initializes an EPANET project\r\n|ENinitH|Initializes a network prior to running a hydraulic analysis\r\n|ENinitQ|Initializes a network prior to running a water quality analysis\r\n|ENnextH| Determines the length of time until the next hydraulic event occurs in an extended period simulation\r\n|ENnextQ|Advances a water quality simulation over the time until the next hydraulic event\r\n|ENopen|Opens an EPANET input file & reads in network data\r\n|ENopenH|Opens a project's hydraulic solver\r\n|ENopenQ|Opens a project's water quality solver\r\n|ENreport|Writes simulation results in a tabular format to a project's report file\r\n|ENresetreport|Resets a project's report options to their default values\r\n|ENrunH|Computes a hydraulic solution for the current point in time\r\n|ENrunQ|Makes hydraulic and water quality results at the start of the current time period available to a project's water quality solver\r\n|ENsaveH|Transfers a project's hydraulics results from its temporary hydraulics file to its binary output file, where results are only reported at uniform reporting intervals\r\n|ENsavehydfile|Saves a project's temporary hydraulics file to disk\r\n|ENsaveinpfile|Saves a project's data to an EPANET-formatted text file\r\n|ENsetbasedemand|Sets the base demand for one of a node's demand categories\r\n|ENsetcomment|Sets a comment to a specific index\r\n|ENsetcontrol|Sets the properties of an existing simple control\r\n|ENsetcoord|Sets the (x,y) coordinates of a node\r\n|ENsetcurve|Assigns a set of data points to a curve\r\n|ENsetcurveid|Changes the ID name of a data curve given its index\r\n|ENsetcurvevalue|Sets the value of a single data point for a curve\r\n|ENsetdemandmodel|Sets the Type of demand model to use and its parameters\r\n|ENsetdemandname|Assigns a name to a node's demand category\r\n|ENsetdemandpattern|Sets the index of a time pattern used for one of a node's demand categories\r\n|ENsetelseaction|Sets the properties of an ELSE action in a rule-based control\r\n|ENsetflowunits|Sets a project's flow units\r\n|ENsetheadcurveindex|Assigns a curve to a pump's head curve\r\n|ENsetjuncdata|Sets a group of properties for a junction node\r\n|ENsetlinkid|Changes the ID name of a link\r\n|ENsetlinknodes|Sets the indexes of a link's start- and end-nodes\r\n|ENsetlinktype|Changes a link's type\r\n|ENsetlinkvalue|Sets a property value for a link\r\n|ENsetnodeid|Changes the ID name of a node\r\n|ENsetnodevalue|Sets a property value for a node\r\n|ENsetoption|Sets the value for an anlysis option\r\n|ENsetpattern|Sets the pattern factors for a given time pattern\r\n|ENsetpatternid|Changes the ID name of a time pattern given its index\r\n|ENsetpatternvalue|Sets a time pattern's factor for a given time period\r\n|ENsetpipedata|Sets a group of properties for a pipe link\r\n|ENsetpremise|Sets the properties of a premise in a rule-based control\r\n|ENsetpremiseindex|Sets the index of an object in a premise of a rule-based control\r\n|ENsetpremisestatus|Sets the status being compared to in a premise of a rule-based control\r\n|ENsetpremisevalue|Sets the value in a premise of a rule-based control\r\n|ENsetqualtype|Sets the type of water quality analysis to run\r\n|ENsetreport|Processes a reporting format command\r\n|ENsetrulepriority|Sets the priority of a rule-based control\r\n|ENsetstatusreport|Sets the level of hydraulic status reporting\r\n|ENsettankdata|Sets a group of properties for a tank node\r\n|ENsetthenaction|Sets the properties of a THEN action in a rule-based control\r\n|ENsettimeparam|Sets the value of a time parameter\r\n|ENsettitle|Sets the title lines of the project\r\n|ENsetvertices|Assigns a set of internal vertex points to a link\r\n|ENsolveH|Runs a complete hydraulic simulation with results for all time periods written to a temporary hydraulics file\r\n|ENsolveQ| Runs a complete water quality simulation with results at uniform reporting intervals written to the project's binary output file\r\n|ENstepQ|Advances a water quality simulation by a single water quality time step\r\n|ENusehydfile|Uses a previously saved binary hydraulics file to supply a project's hydraulics\r\n|ENwriteline|Writes a line of text to a project's report file\r\n\r\n&uparrow; [Back to top](#table-of-contents)\r\n",
    "bugtrack_url": null,
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    "summary": "EPyT: An EPANET-Python Toolkit for Smart Water Network Simulations. The EPyT is inspired by the EPANET-Matlab Toolkit.",
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