Floating pt. args in thread-safe API changed to doubles (Issue #365)
This commit is contained in:
@@ -1,13 +1,15 @@
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/** @file epanet2_enums.h
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*/
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/*
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******************************************************************************
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Project: OWA EPANET
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Version: 2.2
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Module: epanet2_enums.h
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Description: enums shared between API versions
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Description: enumerations of symbolic constants used by the API
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Authors: see AUTHORS
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Copyright: see AUTHORS
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License: see LICENSE
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Last Updated: 01/01/2019
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Last Updated: 01/08/2019
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******************************************************************************
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*/
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@@ -31,12 +33,12 @@ typedef enum {
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EN_SOURCEQUAL = 5, //!< Quality source strength
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EN_SOURCEPAT = 6, //!< Quality source pattern
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EN_SOURCETYPE = 7, //!< Qualiy source type
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EN_TANKLEVEL = 8, //!< Tank water level
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EN_DEMAND = 9, //!< Current simulated demand
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EN_HEAD = 10, //!< Current hydraulic head
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EN_PRESSURE = 11, //!< Current pressure
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EN_QUALITY = 12, //!< Current quality
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EN_SOURCEMASS = 13, //!< Current source mass inflow
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EN_TANKLEVEL = 8, //!< Current computed tank water level
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EN_DEMAND = 9, //!< Current computed demand
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EN_HEAD = 10, //!< Current computed hydraulic head
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EN_PRESSURE = 11, //!< Current computed pressure
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EN_QUALITY = 12, //!< Current computed quality
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EN_SOURCEMASS = 13, //!< Current computed quality source mass inflow
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EN_INITVOLUME = 14, //!< Tank initial volume
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EN_MIXMODEL = 15, //!< Tank mixing model
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EN_MIXZONEVOL = 16, //!< Tank mixing zone volume
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@@ -47,74 +49,74 @@ typedef enum {
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EN_MAXLEVEL = 21, //!< Tank maximum level
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EN_MIXFRACTION = 22, //!< Tank mixing fraction
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EN_TANK_KBULK = 23, //!< Tank bulk decay coefficient
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EN_TANKVOLUME = 24, //!< Tank current volume
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EN_TANKVOLUME = 24, //!< Current computed tank volume
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EN_MAXVOLUME = 25 //!< Tank maximum volume
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} EN_NodeProperty;
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/// Link property codes
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typedef enum {
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EN_DIAMETER = 0, //!< Pipe/valve diameter
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EN_LENGTH = 1, //!> Pipe length
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EN_ROUGHNESS = 2, //!> Pipe roughness coefficient
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EN_MINORLOSS = 3, //!> Pipe/valve minor loss coefficient
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EN_INITSTATUS = 4, //!> Initial status (e.g., OPEN/CLOSED)
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EN_INITSETTING = 5, //!> Initial pump speed or valve setting
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EN_KBULK = 6, //!> Bulk chemical reaction coefficient
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EN_KWALL = 7, //!> Pipe wall chemical reaction coefficient
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EN_FLOW = 8, //!> Current link flow rate
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EN_VELOCITY = 9, //!> Current link flow velocity
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EN_HEADLOSS = 10, //!> Current head loss across link
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EN_STATUS = 11, //!> Current link status
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EN_SETTING = 12, //!> Current link setting
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EN_ENERGY = 13, //!> Current pump energy usage
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EN_LINKQUAL = 14, //!> Current link quality
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EN_LINKPATTERN = 15, //!> Pump speed time pattern
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EN_LENGTH = 1, //!< Pipe length
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EN_ROUGHNESS = 2, //!< Pipe roughness coefficient
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EN_MINORLOSS = 3, //!< Pipe/valve minor loss coefficient
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EN_INITSTATUS = 4, //!< Initial status (e.g., OPEN/CLOSED)
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EN_INITSETTING = 5, //!< Initial pump speed or valve setting
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EN_KBULK = 6, //!< Bulk chemical reaction coefficient
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EN_KWALL = 7, //!< Pipe wall chemical reaction coefficient
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EN_FLOW = 8, //!< Current computed flow rate
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EN_VELOCITY = 9, //!< Current computed flow velocity
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EN_HEADLOSS = 10, //!< Current computed head loss
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EN_STATUS = 11, //!< Current link status
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EN_SETTING = 12, //!< Current link setting
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EN_ENERGY = 13, //!< Current computed pump energy usage
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EN_LINKQUAL = 14, //!< Current computed link quality
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EN_LINKPATTERN = 15, //!< Pump speed time pattern
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EN_PUMP_STATE = 16, //!> Current pump status
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EN_PUMP_EFFIC = 17, //!> Current pump efficiency
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EN_PUMP_POWER = 18, //!> Pump constant power rating
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EN_PUMP_HCURVE = 19, //!> Pump head v. flow curve
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EN_PUMP_ECURVE = 20, //!> Pump efficiency v. flow curve
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EN_PUMP_ECOST = 21, //!> Pump average energy price
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EN_PUMP_EPAT = 22 //!> Pump energy price time pattern
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EN_PUMP_STATE = 16, //!< Current computed pump state
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EN_PUMP_EFFIC = 17, //!< Current computed pump efficiency
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EN_PUMP_POWER = 18, //!< Pump constant power rating
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EN_PUMP_HCURVE = 19, //!< Pump head v. flow curve
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EN_PUMP_ECURVE = 20, //!< Pump efficiency v. flow curve
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EN_PUMP_ECOST = 21, //!< Pump average energy price
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EN_PUMP_EPAT = 22 //!< Pump energy price time pattern
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} EN_LinkProperty;
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/// Time parameter codes
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/// Time parameter codes (all in seconds)
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typedef enum {
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EN_DURATION = 0, //!> Total simulation duration
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EN_HYDSTEP = 1, //!> Hydraulic time step
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EN_QUALSTEP = 2, //!> Water quality time step
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EN_PATTERNSTEP = 3, //!> Time pattern period
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EN_PATTERNSTART = 4, //!> Time when time patterns begin
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EN_REPORTSTEP = 5, //!> Reporting time step
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EN_REPORTSTART = 6, //!> Time when reporting starts
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EN_RULESTEP = 7, //!> Rule evaluation time step
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EN_STATISTIC = 8, //!> Reporting statistic code
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EN_PERIODS = 9, //!> Number of reporting time periods
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EN_STARTTIME = 10, //!> Simulation starting time of day
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EN_HTIME = 11, //!> Elapsed time of current hydraulic solution
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EN_QTIME = 12, //!> Elapsed time of current quality solution
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EN_HALTFLAG = 13, //!> Flag indicating if simulation halted
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EN_NEXTEVENT = 14, //!> Next time until a tank becomes empty or full
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EN_NEXTEVENTIDX = 15 //!> Index of next tank that becomes empty or full
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EN_DURATION = 0, //!< Total simulation duration
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EN_HYDSTEP = 1, //!< Hydraulic time step
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EN_QUALSTEP = 2, //!< Water quality time step
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EN_PATTERNSTEP = 3, //!< Time pattern period
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EN_PATTERNSTART = 4, //!< Time when time patterns begin
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EN_REPORTSTEP = 5, //!< Reporting time step
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EN_REPORTSTART = 6, //!< Time when reporting starts
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EN_RULESTEP = 7, //!< Rule evaluation time step
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EN_STATISTIC = 8, //!< Reporting statistic code
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EN_PERIODS = 9, //!< Number of reporting time periods
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EN_STARTTIME = 10, //!< Simulation starting time of day
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EN_HTIME = 11, //!< Elapsed time of current hydraulic solution
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EN_QTIME = 12, //!< Elapsed time of current quality solution
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EN_HALTFLAG = 13, //!< Flag indicating if the simulation was halted
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EN_NEXTEVENT = 14, //!< Next time until a tank becomes empty or full
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EN_NEXTEVENTIDX = 15 //!< Index of next tank that becomes empty or full
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} EN_TimeProperty;
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/// Analysis statistic codes
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/// Statistics for the most current hydraulic/quality analysis made
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typedef enum {
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EN_ITERATIONS = 0, //!< Number of hydraulic iterations
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EN_RELATIVEERROR = 1, //!< Sum of all flow changes / total flow
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EN_ITERATIONS = 0, //!< Number of hydraulic iterations taken
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EN_RELATIVEERROR = 1, //!< Sum of link flow changes / sum of link flows
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EN_MAXHEADERROR = 2, //!< Largest head loss error for links
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EN_MAXFLOWCHANGE = 3, //!< Largest flow change in links
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EN_MASSBALANCE = 4 //!< Water quality mass balance ratio
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EN_MASSBALANCE = 4 //!< Cumulative water quality mass balance ratio
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} EN_AnalysisStatistic;
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/// Object count codes
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typedef enum {
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EN_NODECOUNT = 0, //!< Number of nodes (Juntions + Tanks + Reservoirs)
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EN_TANKCOUNT = 1, //!< Number of tanks and Reservoirs
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EN_LINKCOUNT = 2, //!< Number of links (Pipes + Pumps + Valves)
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EN_NODECOUNT = 0, //!< Number of nodes (junctions + tanks + reservoirs)
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EN_TANKCOUNT = 1, //!< Number of tanks and reservoirs
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EN_LINKCOUNT = 2, //!< Number of links (pipes + pumps + valves)
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EN_PATCOUNT = 3, //!< Number of time patterns
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EN_CURVECOUNT = 4, //!< Number of curves
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EN_CURVECOUNT = 4, //!< Number of data curves
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EN_CONTROLCOUNT = 5, //!< Number of simple controls
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EN_RULECOUNT = 6 //!< Number of rule-based controls
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} EN_CountType;
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@@ -164,16 +166,16 @@ typedef enum {
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/// Flow units types
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typedef enum {
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EN_CFS = 0,
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EN_GPM = 1,
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EN_MGD = 2,
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EN_IMGD = 3,
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EN_AFD = 4,
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EN_LPS = 5,
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EN_LPM = 6,
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EN_MLD = 7,
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EN_CMH = 8,
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EN_CMD = 9
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EN_CFS = 0, //!< Cubic feet per second
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EN_GPM = 1, //!< Gallons per minute
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EN_MGD = 2, //!< Million gallons per day
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EN_IMGD = 3, //!< Imperial million gallons per day
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EN_AFD = 4, //!< Acre-feet per day
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EN_LPS = 5, //!< Liters per second
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EN_LPM = 6, //!< Liters per minute
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EN_MLD = 7, //!< Million liters per day
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EN_CMH = 8, //!< Cubic meters per hour
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EN_CMD = 9 //!< Cubic meters per day
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} EN_FlowUnits;
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/// Demand model types
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@@ -184,35 +186,35 @@ typedef enum {
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/// Simulation option codes
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typedef enum {
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EN_TRIALS = 0, //!> Maximum hydraulic trials allowed
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EN_ACCURACY = 1, //!> Hydraulic convergence accuracy
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EN_TOLERANCE = 2, //!> Water quality tolerance
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EN_EMITEXPON = 3, //!> Exponent for emitter head loss formula
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EN_DEMANDMULT = 4, //!> Global demand multiplier
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EN_HEADERROR = 5, //!> Maximum allowable head loss error
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EN_FLOWCHANGE = 6, //!> Maximum allowable flow change
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EN_DEFDEMANDPAT = 7, //!> Default demand time pattern
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EN_HEADLOSSFORM = 8, //!> Head loss formula code
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EN_GLOBALEFFIC = 9, //!> Global pump efficiency
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EN_GLOBALPRICE = 10, //!> Global energy price per KWH
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EN_GLOBALPATTERN = 11, //!> Global energy price pattern
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EN_DEMANDCHARGE = 12 //!> Energy charge per max. KW usage
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EN_TRIALS = 0, //!< Maximum hydraulic trials allowed
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EN_ACCURACY = 1, //!< Hydraulic convergence accuracy
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EN_TOLERANCE = 2, //!< Water quality tolerance
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EN_EMITEXPON = 3, //!< Exponent for emitter head loss formula
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EN_DEMANDMULT = 4, //!< Global demand multiplier
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EN_HEADERROR = 5, //!< Maximum allowable head loss error
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EN_FLOWCHANGE = 6, //!< Maximum allowable flow change
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EN_DEFDEMANDPAT = 7, //!< Default demand time pattern
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EN_HEADLOSSFORM = 8, //!< Head loss formula
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EN_GLOBALEFFIC = 9, //!< Global pump efficiency
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EN_GLOBALPRICE = 10, //!< Global energy price per KWH
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EN_GLOBALPATTERN = 11, //!< Global energy price pattern
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EN_DEMANDCHARGE = 12 //!< Energy charge per max. KW usage
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} EN_Option;
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/// Simple control types
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typedef enum {
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EN_LOWLEVEL = 0,
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EN_HILEVEL = 1,
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EN_TIMER = 2,
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EN_TIMEOFDAY = 3
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EN_LOWLEVEL = 0, //!< Act when level drops below a setpoint
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EN_HILEVEL = 1, //!< Act when level rises above a setpoint
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EN_TIMER = 2, //!< Act at a prescribed elapsed amount of time
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EN_TIMEOFDAY = 3 //!< Act at a particular time of day
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} EN_ControlType;
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/// Reporting statistic types
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typedef enum {
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EN_AVERAGE = 1, //!> Report average value over simulation period
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EN_MINIMUM = 2, //!> Report minimum value over simulation period
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EN_MAXIMUM = 3, //!> Report maximum value over simulation period
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EN_RANGE = 4 //!> Report maximum - minimum over simulation period
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EN_AVERAGE = 1, //!< Report average value over simulation period
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EN_MINIMUM = 2, //!< Report minimum value over simulation period
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EN_MAXIMUM = 3, //!< Report maximum value over simulation period
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EN_RANGE = 4 //!< Report maximum - minimum over simulation period
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} EN_StatisticType;
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/// Tank mixing models
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@@ -225,10 +227,10 @@ typedef enum {
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/// Hydraulic initialization options
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typedef enum {
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EN_NOSAVE = 0, //!> Don't save hydraulics; don't re-initialize flows
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EN_SAVE = 1, //!> Save hydraulics to file, don't re-initialize flows
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EN_INITFLOW = 10, //!> Don't save hydraulics; re-initialize flows
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EN_SAVE_AND_INIT = 11 //!> Save hydraulics; re-initialize flows
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EN_NOSAVE = 0, //!< Don't save hydraulics; don't re-initialize flows
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EN_SAVE = 1, //!< Save hydraulics to file, don't re-initialize flows
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EN_INITFLOW = 10, //!< Don't save hydraulics; re-initialize flows
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EN_SAVE_AND_INIT = 11 //!< Save hydraulics; re-initialize flows
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} EN_SaveOption;
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/// Pump curve types
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@@ -250,60 +252,60 @@ typedef enum {
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/// Deletion action codes
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typedef enum {
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EN_UNCONDITIONAL = 0, //!> Delete all controls that contain object
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EN_CONDITIONAL = 1 //!> Cancel object deletion if contained in controls
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EN_UNCONDITIONAL = 0, //!< Delete all controls that contain object
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EN_CONDITIONAL = 1 //!< Cancel object deletion if contained in controls
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} EN_ActionCodeType;
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/// Status report options
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/// Options for reporting on the status of the hydraulic solver at each time period
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typedef enum {
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EN_NO_REPORT = 0,
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EN_NORMAL_REPORT = 1,
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EN_FULL_REPORT = 2
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EN_NO_REPORT = 0, //!< No status reporting
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EN_NORMAL_REPORT = 1, //!< Normal level of status reporting
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EN_FULL_REPORT = 2 //!< Full level of status reporting
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} EN_StatusReport;
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/// Rule object codes
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/// Codes for objects referred to in the clauses of rule-based controls
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typedef enum {
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EN_R_NODE = 6,
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EN_R_LINK = 7,
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EN_R_SYSTEM = 8
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EN_R_NODE = 6, //!< Clause refers to a node
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EN_R_LINK = 7, //!< Clause refers to a link
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EN_R_SYSTEM = 8 //!< Clause refers to a system parameter (e.g., time)
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} EN_RuleObject;
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/// Rule variable codes
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/// Codes for variables used in the clauses of rule-based controls
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typedef enum {
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EN_R_DEMAND = 0,
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EN_R_HEAD = 1,
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EN_R_GRADE = 2,
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EN_R_LEVEL = 3,
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EN_R_PRESSURE = 4,
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EN_R_FLOW = 5,
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EN_R_STATUS = 6,
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EN_R_SETTING = 7,
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EN_R_POWER = 8,
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EN_R_TIME = 9,
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EN_R_CLOCKTIME = 10,
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EN_R_FILLTIME = 11,
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EN_R_DRAINTIME = 12
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EN_R_DEMAND = 0, //!< Nodal demand
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EN_R_HEAD = 1, //!< Nodal hydraulic head
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EN_R_GRADE = 2, //!< Nodal hydraulic grade
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EN_R_LEVEL = 3, //!< Tank water level
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EN_R_PRESSURE = 4, //!< Nodal pressure
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EN_R_FLOW = 5, //!< Link flow rate
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EN_R_STATUS = 6, //!< Link status
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EN_R_SETTING = 7, //!< Link setting
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EN_R_POWER = 8, //!< Pump power output
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EN_R_TIME = 9, //!< Elapsed simulation time
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EN_R_CLOCKTIME = 10, //!< Time of day
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EN_R_FILLTIME = 11, //!< Time to fill a tank
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EN_R_DRAINTIME = 12 //!< Time to drain a tank
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} EN_RuleVariable;
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/// Rule operator types
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/// Comparison operators used in the premises of rule-based controls
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typedef enum {
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EN_R_EQ = 0,
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EN_R_NE = 1,
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EN_R_LE = 2,
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EN_R_GE = 3,
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EN_R_LT = 4,
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EN_R_GT = 5,
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EN_R_IS = 6,
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EN_R_NOT = 7,
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EN_R_BELOW = 8,
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EN_R_ABOVE = 9
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EN_R_EQ = 0, //!< Equal to
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EN_R_NE = 1, //!< Not equal
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EN_R_LE = 2, //!< Less than or equal to
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EN_R_GE = 3, //!< Greater than or equal to
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EN_R_LT = 4, //!< Less than
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EN_R_GT = 5, //!< Greater than
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EN_R_IS = 6, //!< Is equal to
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EN_R_NOT = 7, //!< Is not equal to
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EN_R_BELOW = 8, //!< Is below
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EN_R_ABOVE = 9 //!< Is above
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} EN_RuleOperator;
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/// Rule status types
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/// Status codes used in the clauses of rule-based controls
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typedef enum {
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EN_R_IS_OPEN = 1,
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EN_R_IS_CLOSED = 2,
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EN_R_IS_ACTIVE = 3
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EN_R_IS_OPEN = 1, //!< Link is open
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EN_R_IS_CLOSED = 2, //!< Link is closed
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EN_R_IS_ACTIVE = 3 //!< Control valve is active
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} EN_RuleStatus;
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