New updates to address compiler warnings (issue #370)

In addition to addressing compiler warnings, argument names in the API function prototypes were made more consistent and descriptive. Also additional Doxygen comments were added in preparation for producing a more thorough documentation of the API.
This commit is contained in:
Lew Rossman
2019-01-19 16:56:19 -05:00
parent 414db4d7e2
commit 0cfa45e52e
16 changed files with 1034 additions and 754 deletions

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@@ -261,7 +261,7 @@ Public Const EN_R_IS_ACTIVE = 3
Declare Function ENsetstatusreport Lib "epanet2.dll" (ByVal level As Int32) As Int32
Declare Function ENgetcount Lib "epanet2.dll" (ByVal object As Int32, count As Int32) As Int32
Declare Function ENgeterror Lib "epanet2.dll" (ByVal errcode As Int32, ByVal errmsg As String, ByVal maxLen As Int32) As Int32
Declare Function ENgetstatistic Lib "epanet2.dll" (ByVal type As Int32, ByRef value As Single) As Int32
Declare Function ENgetstatistic Lib "epanet2.dll" (ByVal type_ As Int32, ByRef value As Single) As Int32
'Analysis Options Functions
Declare Function ENgetoption Lib "epanet2.dll" (ByVal option As Int32, value As Single) As Int32
@@ -289,8 +289,8 @@ Public Const EN_R_IS_ACTIVE = 3
Declare Function ENsetcoord Lib "epanet2.dll" (ByVal index As Int32, ByVal x As Single, ByVal y As Single) As Int32
'Nodal Demand Functions
Declare Function ENgetdemandmodel Lib "epanet2.dll" (type As Int32, pmin As Single, preq As Single, pexp As Single) As Int32
Declare Function ENsetdemandmodel Lib "epanet2.dll" (ByVal type As Int32, ByVal pmin As Single, ByVal preq As Single, ByVal pexp As Single) As Int32
Declare Function ENgetdemandmodel Lib "epanet2.dll" (type_ As Int32, pmin As Single, preq As Single, pexp As Single) As Int32
Declare Function ENsetdemandmodel Lib "epanet2.dll" (ByVal type_ As Int32, ByVal pmin As Single, ByVal preq As Single, ByVal pexp As Single) As Int32
Declare Function ENgetnumdemands Lib "epanet2.dll" (ByVal nodeIndex As Int32, numDemands As Int32) As Int32
Declare Function ENgetbasedemand Lib "epanet2.dll" (ByVal nodeIndex As Int32, ByVal demandIndex As Int32, value As Single) As Int32
Declare Function ENsetbasedemand Lib "epanet2.dll" (ByVal nodeIndex As Int32, ByVal demandIndex As Int32, ByVal BaseDemand As Single) As Int32
@@ -322,28 +322,28 @@ Public Const EN_R_IS_ACTIVE = 3
Declare Function ENaddpattern Lib "epanet2.dll" (ByVal id As String) As Int32
Declare Function ENgetpatternindex Lib "epanet2.dll" (ByVal id As String, index As Int32) As Int32
Declare Function ENgetpatternid Lib "epanet2.dll" (ByVal index As Int32, ByVal id As String) As Int32
Declare Function ENgetpatternlen Lib "epanet2.dll" (ByVal index As Int32, len As Int32) As Int32
Declare Function ENgetpatternlen Lib "epanet2.dll" (ByVal index As Int32, len_ As Int32) As Int32
Declare Function ENgetpatternvalue Lib "epanet2.dll" (ByVal index As Int32, ByVal period As Int32, value As Single) As Int32
Declare Function ENsetpatternvalue Lib "epanet2.dll" (ByVal index As Int32, ByVal period As Int32, ByVal value As Single) As Int32
Declare Function ENgetaveragepatternvalue Lib "epanet2.dll" (ByVal index As Int32, value As Single) As Int32
Declare Function ENsetpattern Lib "epanet2.dll" (ByVal index As Int32, values As Any, ByVal len As Int32) As Int32
Declare Function ENsetpattern Lib "epanet2.dll" (ByVal index As Int32, values As Any, ByVal len_ As Int32) As Int32
'Data Curve Functions
Declare Function ENaddcurve Lib "epanet2.dll" (ByVal id As String) As Int32
Declare Function ENgetcurveindex Lib "epanet2.dll" (ByVal id As String, index As Int32) As Int32
Declare Function ENgetcurveid Lib "epanet2.dll" (ByVal index As Int32, ByVal id As String) As Int32
Declare Function ENgetcurvelen Lib "epanet2.dll" (ByVal index As Int32, len As Int32) As Int32
Declare Function ENgetcurvetype Lib "epanet2.dll" (ByVal index As Int32, type As Int32) As Int32
Declare Function ENgetcurvelen Lib "epanet2.dll" (ByVal index As Int32, len_ As Int32) As Int32
Declare Function ENgetcurvetype Lib "epanet2.dll" (ByVal index As Int32, type_ As Int32) As Int32
Declare Function ENgetcurvevalue Lib "epanet2.dll" (ByVal curveIndex As Int32, ByVal pointIndex As Int32, x As Single, y As Single) As Int32
Declare Function ENsetcurvevalue Lib "epanet2.dll" (ByVal curveIndex As Int32, ByVal pointIndex As Int32, ByVal x As Single, ByVal y As Single) As Int32
Declare Function ENgetcurve Lib "epanet2.dll" (ByVal index As Int32, ByVal id As String, nPoints As Int32, xValues As Any, yValues As Any) As Int32
Declare Function ENsetcurve Lib "epanet2.dll" (ByVal index As Int32, xValues As Any, yValues As Any, ByVal nPoints As Int32) As Int32
'Simple Control Functions
Declare Function ENaddcontrol Lib "epanet2.dll" (ByVal type As Int32, ByVal linkIndex As Int32, ByVal setting As Single, ByVal nodeIndex As Int32, ByVal level As Single, index As Int32) As Int32
Declare Function ENaddcontrol Lib "epanet2.dll" (ByVal type_ As Int32, ByVal linkIndex As Int32, ByVal setting As Single, ByVal nodeIndex As Int32, ByVal level As Single, index As Int32) As Int32
Declare Function ENdeletecontrol Lib "epanet2.dll" (ByVal index As Int32) As Int32
Declare Function ENgetcontrol Lib "epanet2.dll" (ByVal index As Int32, type As Int32, linkIndex As Int32, setting As Single, nodeIndex As Int32, level As Single) As Int32
Declare Function ENsetcontrol Lib "epanet2.dll" (ByVal index As Int32, ByVal type As Int32, ByVal linkIndex As Int32, ByVal setting As Single, ByVal nodeIndex As Int32, ByVal level As Single) As Int32
Declare Function ENgetcontrol Lib "epanet2.dll" (ByVal index As Int32, type_ As Int32, linkIndex As Int32, setting As Single, nodeIndex As Int32, level As Single) As Int32
Declare Function ENsetcontrol Lib "epanet2.dll" (ByVal index As Int32, ByVal type_ As Int32, ByVal linkIndex As Int32, ByVal setting As Single, ByVal nodeIndex As Int32, ByVal level As Single) As Int32
'Rule-Based Control Functions
Declare Function ENaddrule Lib "epanet2.dll" (ByVal rule As String) As Int32

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@@ -1,15 +1,15 @@
/** @file epanet2_enums.h
*/
*/
/*
******************************************************************************
Project: OWA EPANET
Version: 2.2
Module: epanet2_enums.h
Description: enumerations of symbolic constants used by the API
Description: enumerations of symbolic constants used by the API functions
Authors: see AUTHORS
Copyright: see AUTHORS
License: see LICENSE
Last Updated: 01/08/2019
Last Updated: 01/14/2019
******************************************************************************
*/
@@ -23,65 +23,78 @@
#define EN_MAXID 31 //!< Max. # characters in ID name
#define EN_MAXMSG 255 //!< Max. # characters in message text
/// Node property codes
/// Node properties
/**
These node properties can be accessed with @ref EN_getnodevalue and
@ref EN_setnodevalue. Those marked as read only are computed values that can
only be retrieved.
*/
typedef enum {
EN_ELEVATION = 0, //!< Elevation
EN_BASEDEMAND = 1, //!< Junction baseline demand, from last demand category
EN_PATTERN = 2, //!< Junction baseline demand pattern
EN_EMITTER = 3, //!< Junction emitter coefficient
EN_BASEDEMAND = 1, //!< Primary demand baseline value
EN_PATTERN = 2, //!< Primary demand time pattern index
EN_EMITTER = 3, //!< Emitter flow coefficient
EN_INITQUAL = 4, //!< Initial quality
EN_SOURCEQUAL = 5, //!< Quality source strength
EN_SOURCEPAT = 6, //!< Quality source pattern
EN_SOURCETYPE = 7, //!< Qualiy source type
EN_TANKLEVEL = 8, //!< Current computed tank water level
EN_DEMAND = 9, //!< Current computed demand
EN_HEAD = 10, //!< Current computed hydraulic head
EN_PRESSURE = 11, //!< Current computed pressure
EN_QUALITY = 12, //!< Current computed quality
EN_SOURCEMASS = 13, //!< Current computed quality source mass inflow
EN_INITVOLUME = 14, //!< Tank initial volume
EN_MIXMODEL = 15, //!< Tank mixing model
EN_MIXZONEVOL = 16, //!< Tank mixing zone volume
EN_SOURCEPAT = 6, //!< Quality source pattern index
EN_SOURCETYPE = 7, //!< Quality source type (see @ref EN_SourceType)
EN_TANKLEVEL = 8, //!< Current computed tank water level (read only)
EN_DEMAND = 9, //!< Current computed demand (read only)
EN_HEAD = 10, //!< Current computed hydraulic head (read only)
EN_PRESSURE = 11, //!< Current computed pressure (read only)
EN_QUALITY = 12, //!< Current computed quality (read only)
EN_SOURCEMASS = 13, //!< Current computed quality source mass inflow (read only)
EN_INITVOLUME = 14, //!< Tank initial volume (read only)
EN_MIXMODEL = 15, //!< Tank mixing model (see @ref EN_MixingModel)
EN_MIXZONEVOL = 16, //!< Tank mixing zone volume (read only)
EN_TANKDIAM = 17, //!< Tank diameter
EN_MINVOLUME = 18, //!< Tank minimum volume
EN_VOLCURVE = 19, //!< Tank volume curve
EN_VOLCURVE = 19, //!< Tank volume curve index
EN_MINLEVEL = 20, //!< Tank minimum level
EN_MAXLEVEL = 21, //!< Tank maximum level
EN_MIXFRACTION = 22, //!< Tank mixing fraction
EN_TANK_KBULK = 23, //!< Tank bulk decay coefficient
EN_TANKVOLUME = 24, //!< Current computed tank volume
EN_MAXVOLUME = 25 //!< Tank maximum volume
EN_TANKVOLUME = 24, //!< Current computed tank volume (read only)
EN_MAXVOLUME = 25 //!< Tank maximum volume (read only)
} EN_NodeProperty;
/// Link property codes
/// Link properties
/**
These link properties can be accessed with @ref EN_getlinkvalue and @ref EN_setlinkvalue.
Those marked as read only are computed values that can only be retrieved.
*/
typedef enum {
EN_DIAMETER = 0, //!< Pipe/valve diameter
EN_LENGTH = 1, //!< Pipe length
EN_ROUGHNESS = 2, //!< Pipe roughness coefficient
EN_MINORLOSS = 3, //!< Pipe/valve minor loss coefficient
EN_INITSTATUS = 4, //!< Initial status (e.g., OPEN/CLOSED)
EN_INITSTATUS = 4, //!< Initial status (see @ref EN_LinkStatusType)
EN_INITSETTING = 5, //!< Initial pump speed or valve setting
EN_KBULK = 6, //!< Bulk chemical reaction coefficient
EN_KWALL = 7, //!< Pipe wall chemical reaction coefficient
EN_FLOW = 8, //!< Current computed flow rate
EN_VELOCITY = 9, //!< Current computed flow velocity
EN_HEADLOSS = 10, //!< Current computed head loss
EN_STATUS = 11, //!< Current link status
EN_FLOW = 8, //!< Current computed flow rate (read only)
EN_VELOCITY = 9, //!< Current computed flow velocity (read only)
EN_HEADLOSS = 10, //!< Current computed head loss (read only)
EN_STATUS = 11, //!< Current link status (see @ref EN_LinkStatusType)
EN_SETTING = 12, //!< Current link setting
EN_ENERGY = 13, //!< Current computed pump energy usage
EN_LINKQUAL = 14, //!< Current computed link quality
EN_LINKPATTERN = 15, //!< Pump speed time pattern
EN_PUMP_STATE = 16, //!< Current computed pump state
EN_PUMP_EFFIC = 17, //!< Current computed pump efficiency
EN_ENERGY = 13, //!< Current computed pump energy usage (read only)
EN_LINKQUAL = 14, //!< Current computed link quality (read only)
EN_LINKPATTERN = 15, //!< Pump speed time pattern index
EN_PUMP_STATE = 16, //!< Current computed pump state (read only) (see @ref EN_PumpStateType)
EN_PUMP_EFFIC = 17, //!< Current computed pump efficiency (read only)
EN_PUMP_POWER = 18, //!< Pump constant power rating
EN_PUMP_HCURVE = 19, //!< Pump head v. flow curve
EN_PUMP_ECURVE = 20, //!< Pump efficiency v. flow curve
EN_PUMP_HCURVE = 19, //!< Pump head v. flow curve index
EN_PUMP_ECURVE = 20, //!< Pump efficiency v. flow curve index
EN_PUMP_ECOST = 21, //!< Pump average energy price
EN_PUMP_EPAT = 22 //!< Pump energy price time pattern
EN_PUMP_EPAT = 22 //!< Pump energy price time pattern index
} EN_LinkProperty;
/// Time parameter codes (all in seconds)
/// Time parameters
/**
These time parameters are accessed using @ref EN_gettimeparam and@ref EN_settimeparam.
All times are expressed in seconds The parameters marked as read only are
computed values that can only be retrieved.
*/
typedef enum {
EN_DURATION = 0, //!< Total simulation duration
EN_HYDSTEP = 1, //!< Hydraulic time step
@@ -90,18 +103,23 @@ typedef enum {
EN_PATTERNSTART = 4, //!< Time when time patterns begin
EN_REPORTSTEP = 5, //!< Reporting time step
EN_REPORTSTART = 6, //!< Time when reporting starts
EN_RULESTEP = 7, //!< Rule evaluation time step
EN_STATISTIC = 8, //!< Reporting statistic code
EN_PERIODS = 9, //!< Number of reporting time periods
EN_RULESTEP = 7, //!< Rule-based control evaluation time step
EN_STATISTIC = 8, //!< Reporting statistic code (see @ref EN_StatisticType)
EN_PERIODS = 9, //!< Number of reporting time periods (read only)
EN_STARTTIME = 10, //!< Simulation starting time of day
EN_HTIME = 11, //!< Elapsed time of current hydraulic solution
EN_QTIME = 12, //!< Elapsed time of current quality solution
EN_HALTFLAG = 13, //!< Flag indicating if the simulation was halted
EN_NEXTEVENT = 14, //!< Next time until a tank becomes empty or full
EN_NEXTEVENTIDX = 15 //!< Index of next tank that becomes empty or full
} EN_TimeProperty;
EN_HTIME = 11, //!< Elapsed time of current hydraulic solution (read only)
EN_QTIME = 12, //!< Elapsed time of current quality solution (read only)
EN_HALTFLAG = 13, //!< Flag indicating if the simulation was halted (read only)
EN_NEXTEVENT = 14, //!< Shortest time until a tank becomes empty or full (read only)
EN_NEXTEVENTTANK = 15 //!< Index of tank with shortest time to become empty or full (read only)
} EN_TimeParameter;
/// Statistics for the most current hydraulic/quality analysis made
/// Analysis convergence statistics
/**
These statistics report the convergence criteria for the most current hydraulic analysis
and the cumulative water quality mass balance error at the current simulation time. They
can be retrieved with @ref EN_getstatistic.
*/
typedef enum {
EN_ITERATIONS = 0, //!< Number of hydraulic iterations taken
EN_RELATIVEERROR = 1, //!< Sum of link flow changes / sum of link flows
@@ -110,7 +128,10 @@ typedef enum {
EN_MASSBALANCE = 4 //!< Cumulative water quality mass balance ratio
} EN_AnalysisStatistic;
/// Object count codes
/// Types of objects to count
/**
These options tell @ref EN_getcount which type of object to count.
*/
typedef enum {
EN_NODECOUNT = 0, //!< Number of nodes (junctions + tanks + reservoirs)
EN_TANKCOUNT = 1, //!< Number of tanks and reservoirs
@@ -121,14 +142,20 @@ typedef enum {
EN_RULECOUNT = 6 //!< Number of rule-based controls
} EN_CountType;
/// Node type codes
/// Types of nodes
/**
These are the different types of nodes that can be returned by calling @ref EN_getnodetype.
*/
typedef enum {
EN_JUNCTION = 0, //!< Junction node
EN_RESERVOIR = 1, //!< Reservoir node
EN_TANK = 2 //!< Storage tank node
} EN_NodeType;
/// Link type codes
/// Types of links
/**
These are the different types of links that can be returned by calling @ref EN_getlinktype.
*/
typedef enum {
EN_CVPIPE = 0, //!< Pipe with check valve
EN_PIPE = 1, //!< Pipe
@@ -141,7 +168,36 @@ typedef enum {
EN_GPV = 8 //!< General purpose valve
} EN_LinkType;
/// Water quality analysis types
/// Link status
/**
One of these values is returned when @ref EN_getlinkvalue is used to retrieve a link's
initial status (EN_INITSTATUS) or its current status (EN_STATUS). These options are
also used with @ref EN_setlinkvalue to set values for these same properties.
*/
typedef enum {
EN_CLOSED = 0,
EN_OPEN = 1
} EN_LinkStatusType;
/// Pump states
/**
One of these codes is returned when @ref EN_getlinkvalue is used to retrieve a pump's
current operating state (EN_PUMP_STATE). EN_PUMP_XHEAD indicates that the pump has been
shut down because it is being asked to deliver more than its shutoff head. EN_PUMP_XFLOW
indicates that the pump is being asked to deliver more than its maximum flow.
*/
typedef enum {
EN_PUMP_XHEAD = 0, //!< Pump closed - cannot supply head
EN_PUMP_CLOSED = 2, //!< Pump closed
EN_PUMP_OPEN = 3, //!< Pump open
EN_PUMP_XFLOW = 5 //!< Pump open - cannot supply flow
} EN_PumpStateType;
/// Types of water quality analyses
/**
These are the different types of water quality analyses that EPANET can run. They
are used with @ref EN_getqualinfo, @ref EN_getqualtype, and @ref EN_setqualtype.
*/
typedef enum {
EN_NONE = 0, //!< No quality analysis
EN_CHEM = 1, //!< Chemical fate and transport
@@ -149,22 +205,40 @@ typedef enum {
EN_TRACE = 3 //!< Source tracing analysis
} EN_QualityType;
/// Water quality source types
/// Types of water quality sources
/**
These are the options for EN_SOURCETYPE, the type of external water quality
source assigned to a node. They are used in @ref EN_getnodevalue and @ref EN_setnodevalue.
The EN_SOURCEQUAL property is used in these functions to access a source's strength
and EN_SOURCEPATTERN to access a time pattern applied to the source.
*/
typedef enum {
EN_CONCEN = 0, //!< Concentration inflow source
EN_MASS = 1, //!< Mass inflow source
EN_SETPOINT = 2, //!< Concentration setpoint source
EN_FLOWPACED = 3 //!< Concentration flow paced source
EN_CONCEN = 0, //!< Concentration of any external inflow entering a node
EN_MASS = 1, //!< Injects a given mass/minute into a node
EN_SETPOINT = 2, //!< Sets the concentration leaving a node to a given value
EN_FLOWPACED = 3 //!< Adds a given value to the concentration leaving a node
} EN_SourceType;
/// Head loss formulas
/// Head loss formula choices
/**
These are the choices for the EN_HEADLOSSFORM option in @ref EN_getoption and
@ref EN_setoption. They are also used for the head loss type argument in @ref EN_init.
Each head loss formula uses a different type of roughness coefficient (EN_ROUGHNESS)
that can be set with @ref EN_setlinkvalue.
*/
typedef enum {
EN_HW = 0, //!< Hazen-Williams
EN_DW = 1, //!< Darcy-Weisbach
EN_CM = 2 //!< Chezy-Manning
} EN_HeadLossType;
/// Flow units types
/// Flow units choices
/**
These choices for flow units are used with @ref EN_getflowunits and @ref EN_setflowunits.
They are also used for the flow units type argument in @ref EN_init. If flow units are
expressed in US Customary units (EN_CFS through EN_AFD) then all other quantities are
in US Customary units. Otherwise they are in metric units.
*/
typedef enum {
EN_CFS = 0, //!< Cubic feet per second
EN_GPM = 1, //!< Gallons per minute
@@ -178,39 +252,65 @@ typedef enum {
EN_CMD = 9 //!< Cubic meters per day
} EN_FlowUnits;
/// Demand model types
/// Types of demand models
/**
These choices for representing consumer demands are used with @ref EN_getdemandmodel
and @ref EN_setdemandmodel.
A demand driven analysis requires that a junction's full demand be supplied
in each time period independent of how much pressure is available. A pressure
driven analysis makes demand be a power function of pressure, up to the point
where the full demand is met.
*/
typedef enum {
EN_DDA = 0, //!< Demand driven analysis
EN_PDA = 1 //!< Pressure driven analysis
} EN_DemandModel;
/// Simulation option codes
/// Simulation options
/**
These options specify hydraulic convergence criteria, choice of head loss formula, and
several other parameters applied on a network-wide basis. They are accessed using the
@ref EN_getoption and @ref EN_setoption functions.
*/
typedef enum {
EN_TRIALS = 0, //!< Maximum hydraulic trials allowed
EN_ACCURACY = 1, //!< Hydraulic convergence accuracy
EN_ACCURACY = 1, //!< Maximum total relative flow change for hydraulic convergence
EN_TOLERANCE = 2, //!< Water quality tolerance
EN_EMITEXPON = 3, //!< Exponent for emitter head loss formula
EN_EMITEXPON = 3, //!< Exponent in emitter discharge formula
EN_DEMANDMULT = 4, //!< Global demand multiplier
EN_HEADERROR = 5, //!< Maximum allowable head loss error
EN_FLOWCHANGE = 6, //!< Maximum allowable flow change
EN_DEFDEMANDPAT = 7, //!< Default demand time pattern
EN_HEADLOSSFORM = 8, //!< Head loss formula
EN_GLOBALEFFIC = 9, //!< Global pump efficiency
EN_HEADERROR = 5, //!< Maximum head loss error for hydraulic convergence
EN_FLOWCHANGE = 6, //!< Maximum flow change for hydraulic convergence
EN_DEFDEMANDPAT = 7, //!< Index of the default demand time pattern
EN_HEADLOSSFORM = 8, //!< Head loss formula (see @ref EN_HeadLossType)
EN_GLOBALEFFIC = 9, //!< Global pump efficiency (percent)
EN_GLOBALPRICE = 10, //!< Global energy price per KWH
EN_GLOBALPATTERN = 11, //!< Global energy price pattern
EN_GLOBALPATTERN = 11, //!< Index of a global energy price pattern
EN_DEMANDCHARGE = 12 //!< Energy charge per max. KW usage
} EN_Option;
/// Simple control types
/// Types of simple controls
/**
These are the different types of simple (single statement) controls that can be applied
to network links. They are used as an argument to @ref EN_addcontrol,@ref EN_getcontrol,
and @ref EN_setcontrol.
*/
typedef enum {
EN_LOWLEVEL = 0, //!< Act when level drops below a setpoint
EN_HILEVEL = 1, //!< Act when level rises above a setpoint
EN_LOWLEVEL = 0, //!< Act when pressure or tank level drops below a setpoint
EN_HILEVEL = 1, //!< Act when pressure or tank level rises above a setpoint
EN_TIMER = 2, //!< Act at a prescribed elapsed amount of time
EN_TIMEOFDAY = 3 //!< Act at a particular time of day
} EN_ControlType;
/// Reporting statistic types
/// Reporting statistic choices
/**
These options determine what kind of statistical post-processing should be done on
the time series of simulation results generated before they are reported using
@ref EN_report. An option can be chosen by using `STATISTIC option` as the argument
to @ref EN_setreport.
*/
typedef enum {
EN_SERIES = 0, //!< Report all time series points
EN_AVERAGE = 1, //!< Report average value over simulation period
EN_MINIMUM = 2, //!< Report minimum value over simulation period
EN_MAXIMUM = 3, //!< Report maximum value over simulation period
@@ -218,6 +318,11 @@ typedef enum {
} EN_StatisticType;
/// Tank mixing models
/**
These are the different types of models that describe water quality mixing in storage tanks.
The choice of model is accessed with the EN_MIXMODEL property of a Tank node using
@ref EN_getnodevalue and @ref EN_setnodevalue.
*/
typedef enum {
EN_MIX1 = 0, //!< Complete mix model
EN_MIX2 = 1, //!< 2-compartment model
@@ -226,14 +331,20 @@ typedef enum {
} EN_MixingModel;
/// Hydraulic initialization options
/**
These options are used to initialize a new hydraulic analysis when @ref EN_initH is called.
*/
typedef enum {
EN_NOSAVE = 0, //!< Don't save hydraulics; don't re-initialize flows
EN_SAVE = 1, //!< Save hydraulics to file, don't re-initialize flows
EN_INITFLOW = 10, //!< Don't save hydraulics; re-initialize flows
EN_SAVE_AND_INIT = 11 //!< Save hydraulics; re-initialize flows
} EN_SaveOption;
} EN_InitHydOption;
/// Pump curve types
/// Types of pump curves
/**
@ref EN_getpumptype returns one of these values when it is called.
*/
typedef enum {
EN_CONST_HP = 0, //!< Constant horsepower
EN_POWER_FUNC = 1, //!< Power function
@@ -241,36 +352,49 @@ typedef enum {
EN_NOCURVE = 3 //!< No curve
} EN_PumpType;
/// Data curve types
/// Types of data curves
/**
These are the different types of physical relationships that a data curve could
represent as returned by calling @ref EN_getcurvetype.
*/
typedef enum {
EN_VOLUME_CURVE = 0, //!< Tank volume curve
EN_PUMP_CURVE = 1, //!< Pump head curve
EN_EFFIC_CURVE = 2, //!< Pump efficiency curve
EN_HLOSS_CURVE = 3, //!< Valve head loss curve
EN_VOLUME_CURVE = 0, //!< Tank volume v. depth curve
EN_PUMP_CURVE = 1, //!< Pump head v. flow curve
EN_EFFIC_CURVE = 2, //!< Pump efficiency v. flow curve
EN_HLOSS_CURVE = 3, //!< Valve head loss v. flow curve
EN_GENERIC_CURVE = 4 //!< Generic curve
} EN_CurveType;
/// Deletion action codes
/**
These codes are used in @ref EN_deletenode and @ref EN_deletelink to indicate what action
should be taken if the node or link being deleted appears in any simple or rule-based
controls.
*/
typedef enum {
EN_UNCONDITIONAL = 0, //!< Delete all controls that contain object
EN_CONDITIONAL = 1 //!< Cancel object deletion if contained in controls
} EN_ActionCodeType;
/// Options for reporting on the status of the hydraulic solver at each time period
/// Status reporting levels
/**
These choices specify the level of status reporting written to a project's report
file during a hydraulic analysis. The level is set using the @ref EN_setstatusreport function.
*/
typedef enum {
EN_NO_REPORT = 0, //!< No status reporting
EN_NORMAL_REPORT = 1, //!< Normal level of status reporting
EN_FULL_REPORT = 2 //!< Full level of status reporting
} EN_StatusReport;
/// Codes for objects referred to in the clauses of rule-based controls
/// Network objects used in rule-based controls
typedef enum {
EN_R_NODE = 6, //!< Clause refers to a node
EN_R_LINK = 7, //!< Clause refers to a link
EN_R_SYSTEM = 8 //!< Clause refers to a system parameter (e.g., time)
} EN_RuleObject;
/// Codes for variables used in the clauses of rule-based controls
/// Object variables used in rule-based controls
typedef enum {
EN_R_DEMAND = 0, //!< Nodal demand
EN_R_HEAD = 1, //!< Nodal hydraulic head
@@ -287,7 +411,7 @@ typedef enum {
EN_R_DRAINTIME = 12 //!< Time to drain a tank
} EN_RuleVariable;
/// Comparison operators used in the premises of rule-based controls
/// Comparison operators used in rule-based controls
typedef enum {
EN_R_EQ = 0, //!< Equal to
EN_R_NE = 1, //!< Not equal
@@ -301,7 +425,7 @@ typedef enum {
EN_R_ABOVE = 9 //!< Is above
} EN_RuleOperator;
/// Status codes used in the clauses of rule-based controls
/// Link status codes used in rule-based controls
typedef enum {
EN_R_IS_OPEN = 1, //!< Link is open
EN_R_IS_CLOSED = 2, //!< Link is closed