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TEST.asv
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%% EPANET Matlab Class Test
% This file is provided to ensure that all functions can be executed
% correctly.
% Press F10 for step-by-step execution. You may also use the breakpoints,
% indicated with a short dash (-) on the left of each line number.
disp('Start environment')
fclose all;close all;
clc;
clear all;
clear class;
disp('Create EPANET Class')
% inpname='Net1_Rossman2000';
% inpname='ky11_Jolly2013';
inpname='Mysore_Demand_Zero_2';
d=epanet([inpname,'.inp']);
%%%%%%%%%%%%%%%%%%%-18/2/2014-%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
tic;
d.plot('nodes','yes','links','yes','highlightnode',{'10','11'},'colornode',{'r','k'},'highlightlink',{'10'},'fontsize',8);toc
tic;
g=figure('Name','PlotB_without read file');
axesid=d.plotB('axes',g,'nodes','yes','links','yes','highlightnode',{'10','11'},'colornode',{'r','k'},'highlightlink',{'10'},'fontsize',8);
toc
nodeSet1={'10','11','22'};
nodeSet2={'21','23','31'};
colorNodeSet1={'r','r','r'};
colorNodeSet2={'g','g','g'};
linkSet1={'1','2','3'};
linkSet2={'6','7','8'};
colorLinkSet1={'k','k','k'};
colorLinkSet2={'y','y','y'};
d.plot('nodes','yes','links','yes','highlightnode',[nodeSet1 nodeSet2],'colornode',[colorNodeSet1 colorNodeSet2],...
'highlightlink',[linkSet1 linkSet2],'colorlink',[colorLinkSet1 colorLinkSet2])
d.plot('nodes','yes','links','yes','highlightnode',{'10','11'},'highlightlink',{'10'},'fontsize',8);
d.plot('nodes','yes','links','yes','highlightnode',{'10','11'},'colornode',{'r','k'},'highlightlink',{'10'},'fontsize',8);
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%EPANET
d.getControls
d.getNodeCount
d.getNodeTankReservoirCount
d.getLinkCount
d.getPatternCount
d.getCurveCount
d.getControlRulesCount
d.getNodeTankCount
d.getNodeReservoirCount
d.getNodeJunctionsCount
d.getLinkPipeCount
d.getLinkPumpCount
d.getLinkValveCount
d.getError(0) %bug at epanet lever, triggers a 251 issue
d.getError(1)
d.getError(2)
d.getError(3)
d.getError(4)
d.getError(5)
d.getError(6)
d.getError(101) %similar sense,Insufficient memory
d.getError(102) %No network data to process
d.getError(103) %Hydraulics solver not initialized
d.getError(104) %No hydraulic results available
d.getError(105) %Water quality solver not initialized
d.getError(106) %No results to report on
d.getError(110)
d.getError(120)
d.getError(200)
d.getError(202) %Illegal numeric value in function call
d.getError(203) %Undefined node in function call
d.getError(204) %Undefined link in function call
d.getError(205) %Undefined time pattern in function call
d.getError(207) %Attempt made to control a check valve
d.getError(223)
d.getError(224)
d.getError(240) %Undefined source in function call
d.getError(241) %Undefined control statement in function call
d.getError(250) %Function argument has invalid format
d.getError(251) %Illegal parameter code in function call
d.getError(301)
d.getError(302)
d.getError(303)
d.getError(304)
d.getError(305)
d.getError(306) %Invalid hydraulics file
d.getError(307)
d.getError(308)
d.getError(309) %Cannot write report to file
d.getFlowUnits
d.getLinkNameID
d.getLinkPipeNameID
d.getLinkPumpNameID
d.getLinkValveNameID
d.getLinkIndex
d.getLinkPipeIndex
d.getLinkPumpIndex
d.getLinkValveIndex
d.getLinkNodesIndex
d.getNodesConnectingLinksID
d.getLinkType
d.getLinkTypeIndex
d.getLinkDiameter
d.getLinkLength
d.getLinkRoughnessCoeff
d.getLinkMinorLossCoeff
d.getLinkInitialStatus
d.getLinkInitialSetting
d.getLinkBulkReactionCoeff
d.getLinkWallReactionCoeff
d.getLinkFlows%dynamic
d.getLinkVelocity
d.getLinkHeadloss
d.getLinkStatus
d.getLinkSettings
d.getLinkPumpEnergy
d.getNodeNameID
d.getNodeReservoirNameID
d.getNodeJunctionNameID
d.getNodeIndex
d.getNodeReservoirIndex
d.getNodeJunctionIndex
d.getNodeType
d.getNodeTypeIndex
d.getNodeElevations
d.getNodeBaseDemands
d.getNodeDemandPatternIndex
d.getNodeEmitterCoeff
d.getNodeInitialQuality
d.getNodeSourceQuality
d.getNodeSourcePatternIndex
d.getNodeSourceType
d.getNodeTankInitialLevel
d.getNodeActualDemand%dynamic
d.getNodeActualDemandSensingNodes([1 2 34 25 5])
d.getNodeHydaulicHead
d.getNodePressure
d.getNodeActualQuality
d.getNodeMassFlowRate
d.getNodeActualQualitySensingNodes([1 2 34 25 5])
d.getNodeTankInitialWaterVolume% bug: When the initial volume is zero, and then save using ENsaveinpfile, it stores a number different than zero
d.getNodeTankMixiningModel
d.getNodeTankMixingModelCode
d.getNodeTankMixingModelType
d.getNodeTankMixZoneVolume% bug
d.getNodeTankDiameter% bug: Produces a different diameter
d.getNodeTankMinimumWaterVolume
d.getNodeTankVolumeCurveIndex
d.getNodeTankMinimumWaterLevel
d.getNodeTankMaximumWaterLevel
d.getNodeTankMinimumFraction
d.getNodeTankBulkReactionCoeff
d.getNodeTankIndex
d.getNodeTankNameID
d.getOptionsMaxTrials
d.getOptionsAccuracyValue
d.getOptionsQualityTolerance
d.getOptionsEmitterExponent
d.getOptionsPatternDemandMultiplier
d.getPatternID
d.getPatternIndex
d.getPatternLengths
d.getPattern
d.getPatternValue(1,12)
d.getQualityType
d.getQualityCode
d.getQualityTraceNodeIndex
d.getTimeSimulationDuration
d.getTimeHydraulicStep
d.getTimeQualityStep
d.getTimePatternStep
d.getTimePatternStart
d.getTimeReportingStep
d.getTimeReportingStart
d.getTimeRuleControlStep% bug: It always returns Zero!
d.getTimeStatisticsType
d.getTimeStatisticsIndex
d.getTimeReportingPeriods% Check this
d.getVersion
d.getComputedHydraulicTimeSeries % Also are included: obj.openHydraulicAnalysis;obj.initializeHydraulicAnalysis;obj.runHydraulicAnalysis;obj.nextHydraulicAnalysisStep;obj.closeHydraulicAnalysis;
d.getComputedQualityTimeSeries% Also are included: obj.openQualityAnalysis;obj.initializeQualityAnalysis;obj.runQualityAnalysis;obj.stepQualityAnalysisTimeLeft;obj.closeQualityAnalysis;
d.addPattern('NewPat1')
d.addPattern('NewPat2', [0.8, 1.1, 1.4, 1.1, 0.8, 0.7]);
d.getPattern
d.getControls
d.setControl(1,1,13,1,11,150);
d.getControls
d.getLinkDiameter
d.setLinkDiameter(2*d.getLinkDiameter);
d.getLinkDiameter
d.getLinkLength
d.setLinkLength(2*d.getLinkLength)
d.getLinkLength
d.getLinkRoughnessCoeff
d.setLinkRoughnessCoeff(2*d.getLinkRoughnessCoeff)
d.getLinkRoughnessCoeff
d.getLinkMinorLossCoeff
d.setLinkMinorLossCoeff(d.getLinkMinorLossCoeff+1)
d.getLinkMinorLossCoeff
d.getLinkInitialStatus
d.setLinkInitialStatus(0*d.getLinkInitialStatus)
d.getLinkInitialStatus
tmp=d.getLinkInitialSetting
tmp(end)=108
d.setLinkInitialSetting(tmp)
d.getLinkInitialSetting
d.getLinkBulkReactionCoeff
d.setLinkBulkReactionCoeff(d.getLinkBulkReactionCoeff-0.055)
d.getLinkBulkReactionCoeff
d.getLinkWallReactionCoeff
d.setLinkWallReactionCoeff(-1.1*d.getLinkWallReactionCoeff)
d.getLinkWallReactionCoeff
d.getLinkStatus %dynamic
d.setLinkStatus(0*d.getLinkStatus)
d.getLinkStatus
values = d.getLinkSettings %dynamic
values(end)=111;
d.setLinkSettings(values)
d.getLinkSettings
values = d.getNodeElevations
values(end)=720;
d.setNodeElevations(values)
d.getNodeElevations
values = d.getNodeBaseDemands
values(2)=160;
d.setNodeBaseDemands(values)
d.getNodeBaseDemands
values = d.getNodeDemandPatternIndex
values(2)=0;
d.setNodeDemandPatternIndex(values)
d.getNodeDemandPatternIndex
values = d.getNodeEmitterCoeff
values(2)=0.5;
d.setNodeEmitterCoeff(values)
d.getNodeEmitterCoeff
values = d.getNodeInitialQuality
values(2)=0.6;
d.setNodeInitialQuality(values)
d.getNodeInitialQuality
values = d.getNodeTankInitialLevel
values(end)=100;
d.setNodeTankLevelInitial(values)
d.getNodeTankInitialLevel
values = d.getNodeTankMixingModelType
d.getNodeTankMixingModelCode
values{end}='MIX2';
d.setNodeTankMixingModelType(values);
d.getNodeTankMixingModelType
d.getNodeTankMixingModelCode
values = d.getNodeTankMixingModelType
values{end}='FIFO';
d.setNodeTankMixingModelType(values);
d.getNodeTankMixingModelType
d.getNodeTankMixingModelCode
values = d.getNodeTankMixingModelType
values{end}='LIFO';
d.setNodeTankMixingModelType(values);
d.getNodeTankMixingModelType
d.getNodeTankMixingModelCode
values = d.getNodeTankDiameter
values(end)= 60;
d.setNodeTankDiameter(values) % bug: It does not store the correct number
d.getNodeTankDiameter % bug: It does not return the correct number
values = d.getNodeTankMinimumWaterLevel
values(end)= 10;
d.setNodeTankMinimumWaterLevel(values)
d.getNodeTankMinimumWaterLevel
values = d.getNodeTankMinimumWaterVolume
values(end)= 10;
d.setNodeTankMinimumWaterVolume(values)
d.getNodeTankMinimumWaterVolume
values = d.getNodeTankMaximumWaterLevel
values(end)= 210;
d.setNodeTankMaximumWaterLevel(values)
d.getNodeTankMaximumWaterLevel
values = d.getNodeTankMinimumFraction
values(end)= 0.5; %takes values 0-1
d.setNodeTankMinimumFraction(values)
d.getNodeTankMinimumFraction
values = d.getNodeTankBulkReactionCoeff
values(end)= 1;
d.setNodeTankBulkReactionCoeff(values)
d.getNodeTankBulkReactionCoeff
d.getNodeSourceType
d.setNodeSourceType(2,'MASS')
d.getNodeSourceType
d.setNodeSourceType(2,'CONCEN')
d.getNodeSourceType
d.setNodeSourceType(2,'SETPOINT')
d.getNodeSourceType
d.setNodeSourceType(2,'FLOWPACED')
d.getNodeSourceType
values = d.getNodeSourceQuality
values(2)=0.5;
d.setNodeSourceQuality(values)
d.getNodeSourceQuality
values = d.getNodeSourcePatternIndex
values(6)=1;
d.setNodeSourcePatternIndex(values)
d.getNodeSourcePatternIndex
d.getOptionsMaxTrials
d.setOptionsMaxTrials(45)
d.getOptionsMaxTrials
d.getOptionsAccuracyValue
d.setOptionsAccuracyValue(0.015)
d.getOptionsAccuracyValue
d.getOptionsQualityTolerance
d.setOptionsQualityTolerance(0.02)
d.getOptionsQualityTolerance
d.getOptionsEmitterExponent
d.setOptionsEmitterExponent(0.55)
d.getOptionsEmitterExponent
d.getOptionsPatternDemandMultiplier
d.setOptionsPatternDemandMultiplier(1.1)
d.getOptionsPatternDemandMultiplier
d.getTimeSimulationDuration
d.setTimeSimulationDuration(86500)
d.getTimeSimulationDuration
d.getTimeHydraulicStep
d.setTimeHydraulicStep(3500)
d.getTimeHydraulicStep
d.getTimeQualityStep
d.setTimeQualityStep(250)
d.getTimeQualityStep
d.getTimePatternStep
d.setTimePatternStep(7000)
d.getTimePatternStep
d.getTimePatternStart
d.setTimePatternStart(100)
d.getTimePatternStart
d.getTimeReportingStep
d.setTimeReportingStep(3500)
d.getTimeReportingStep
d.getTimeReportingStart
d.setTimeReportingStart(200)
d.getTimeReportingStart
d.getTimeStatisticsType
d.getTimeStatisticsIndex
d.setTimeStatisticsType('MINIMUM')
d.getTimeStatisticsType
d.getTimeStatisticsIndex
d.setTimeStatisticsType('MAXIMUM')
d.getTimeStatisticsType
d.getTimeStatisticsIndex
d.setTimeStatisticsType('RANGE')
d.getTimeStatisticsType
d.getTimeStatisticsIndex
d.setTimeStatisticsType('AVERAGE')
d.getTimeStatisticsType
d.getTimeStatisticsIndex
d.setTimeStatisticsType('NONE')
d.getTimeStatisticsType
d.getTimeStatisticsIndex
d.getTimeRuleControlStep
d.setTimeRuleControlStep(100) % bug: Does not change Time Rule Control Step
d.getTimeRuleControlStep
d.getPattern
d.setPattern(1,1:0.01:2)
d.getPattern
values = d.getPattern
values(1,end)=3;
d.setPatternMatrix(values)
d.getPattern
d.getPatternValue(1,10)
d.setPatternValue(1,10,1.2)
d.getPatternValue(1,10)
d.getQualityType
d.getQualityCode
d.getOptionsQualityTolerance %0.0200
d.setQualityType('none')%bug
d.getOptionsQualityTolerance % 0.5663
d.getQualityCode
d.getQualityType
d.setQualityType('age')
d.getQualityType
d.getQualityCode
d.setQualityType('chem','mg/L')
d.getQualityType
d.getQualityCode
a=d.getNodeTankNameID
d.setQualityType('trace',a{1})
d.getQualityType
d.getQualityCode
d.saveInputFile([pwd,'\RESULTS\','TestInpFile.inp']);
d.writeLineInReportFile('Line-writting testing')
open('temp.txt'); % bug, write in status report > tmprpt.txt
d=epanet([inpname,'.inp']);
% Compute ranges (max - min)
% d.setTimeStatisticsType('RANGE')
d.setTimeStatisticsType('MAXIMUM')
% d.setTimeStatisticsType('MINIMUM')
% StatisticsType('AVERAGE')
% d.setTimeStatisticsType('NONE')
% Solve hydraulics
d.solveCompleteHydraulics
d.saveHydraulicsOutputReportingFile
% Define contents of the report
d.setReportFormatReset
d.setReport('FILE TestReport.txt');
d.setReport('PAGESIZE 0')
d.setReport('NODES ALL')%/ALL/node1 node2
d.setReport('LINKS ALL')%/ALL/link1 link2
d.setReport('PRESSURE PRECISION 1')
d.setReport('PRESSURE ABOVE 20')
d.setReport('STATUS YES')%YES/NO/FULL
d.setReport('SUMMARY YES')%YES/NO
d.setReport('MESSAGES YES')%YES/NO
d.setReport('ENERGY YES')%YES/NO
%Nodes parameters
%YES/NO/BELOW/ABOVE/PRECISION
d.setReport('ELEVATION YES')
d.setReport('DEMAND YES')
d.setReport('HEAD YES')
d.setReport('PRESSURE YES')
d.setReport('QUALITY YES') % bug.
%Links parameters
%BELOW/ABOVE/PRECISION
d.setReport('LENGTH YES')
d.setReport('DIAMETER YES')
d.setReport('FLOW YES')
d.setReport('LENGTH YES')
d.setReport('VELOCITY YES')
d.setReport('HEADLOSS YES')
d.setReport('QUALITY PRECISION 1')
d.setReport('STATUS YES')
d.setReport('SETTING YES')
d.setReport('REACTION YES')
d.setReport('F-FACTOR YES')
%Write the report to file
d.writeReport
movefile('TestReport.txt',[pwd,'\RESULTS\','TestReport.txt']);
open('TestReport.txt');
d.setReportFormatReset
d.setReport('FILE TestReport2.txt');
d.setTimeStatisticsType('AVERAGE')
d.setReport('NODES 10')
d.setReport('HEAD YES')
d.setReport('DEMAND NO')
d.setReport('PRESSURE NO')
d.setReport('QUALITY NO')
d.writeReport
movefile('TestReport2.txt',[pwd,'\RESULTS\','TestReport2.txt']);
open('TestReport2.txt');
d.setReportFormatReset
d.setReport('FILE TestReport3.txt');
d.setReport('NODES ALL')
d.setReport('LINKS ALL')
d.writeReport
movefile('TestReport3.txt',[pwd,'\RESULTS\','TestReport3.txt']);
open('TestReport3.txt')
d.setReportFormatReset
d.setReport('FILE TestReport4.txt');
d.setReport('STATUS YES')
d.writeReport
movefile('TestReport4.txt',[pwd,'\RESULTS\','TestReport4.txt']);
open('TestReport4.txt')
d.setReportFormatReset
d.setReport('FILE TestReport5.txt');
d.setTimeStatisticsType('NONE')
d.setReport('LINKS 10')
d.setReport('LINKS 11')
d.setReport('LINKS 12')
d.setReport('FLOW YES')
d.setReport('HEADLOSS NO') %bug: It shoes Headloss even though it shouldn't
d.setReport('VELOCITY NO')
d.writeReport
movefile('TestReport5.txt',[pwd,'\RESULTS\','TestReport5.txt']);
open('TestReport5.txt');
d.setReportFormatReset
d.setReport('FILE TestReport6.txt');
d.setTimeStatisticsType('MINIMUM')
d.setReport('NODES ALL')
d.writeReport
movefile('TestReport6.txt',[pwd,'\RESULTS\','TestReport6.txt']);
open('TestReport6.txt');
d.setReportFormatReset
d.setReport('FILE TestReport7.txt');
d.setTimeStatisticsType('NONE')
d.setReport('LINKS ALL')
d.writeReport
movefile('TestReport7.txt',[pwd,'\RESULTS\','TestReport7.txt']);
open('TestReport7.txt');
% or
d.setReportFormatReset
d.setReport('NODES ALL')
d.setReport('LINKS ALL')
d.saveInputFile([pwd,'\NETWORKS\','InputFileRep.inp']);open('InputFileRep.inp');
d=epanet('InputFileRep.inp');
copyfile([pwd,'\LIBRARIES\','epanet2d.exe'],[pwd,'\RESULTS\','epanet2d.exe']);
fid = fopen('ReportEpanet.bat','w');
r = sprintf('cd RESULTS \nepanet2d %s %s','temp.inp','temp.txt');
fprintf(fid,'%s \n',r);fclose all;
!ReportEpanet.bat
movefile('ReportEpanet.bat',[pwd,'\RESULTS\','ReportEpanet.bat']);
copyfile([pwd,'\RESULTS\','temp.txt'],[pwd,'\RESULTS\','TestReport8.txt']);
open('TestReport8.txt')
d.unload
%%%%%%%%%%%%%%%%%%%%%%Solve Functions%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
fclose all;
clc;
clear all;
clear class;
% Input Files
inpname='Net2_Rossman2000';
d=epanet([inpname,'.inp']);
d.setQualityType('chem','mg/L');
d.getQualityType
d.solveCompleteHydraulics
d.solveCompleteQuality
% Runs Quality Step-by-step
d.saveHydraulicFile([pwd,'\RESULTS\','hydraulics.hyd'])
d.useHydraulicFile([pwd,'\RESULTS\','hydraulics.hyd'])
d.saveHydraulicsOutputReportingFile
d.openQualityAnalysis
d.initializeQualityAnalysis
tleft=1; P=[];T=[];Q=[];F=[];
while (tleft>0)
t=d.runQualityAnalysis;
P=[P; d.getNodePressure];
F=[F; d.getLinkFlows];
Q=[Q; d.getNodeActualQuality];
T=[T; t];
tleft=d.nextQualityAnalysisStep;
% % tleft = d.stepQualityAnalysisTimeLeft;
end
d.closeQualityAnalysis;
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
fclose all;
clc;
clear all;
clear class;
% Input Files
inpname='Net2_Rossman2000';
d=epanet([inpname,'.inp']);
% Simulate all times
d.solveCompleteHydraulics
d.solveCompleteQuality
d.setQualityType('chem','mg/L')
d.getQualityType
% Runs hydraulics Step-by-step
d.openHydraulicAnalysis;
d.initializeHydraulicAnalysis;
tstep=1; P=[];T=[]; D=[]; H=[];F=[];
while (tstep>0)
t=d.runHydraulicAnalysis;
P=[P; d.getNodePressure];
D=[D; d.getNodeActualDemand];
H=[H; d.getNodeHydaulicHead];
F=[F; d.getLinkFlows];
T=[T; t];
tstep=d.nextHydraulicAnalysisStep;
end
d.closeHydraulicAnalysis
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%MSX
fclose all;
clc;
clear all;
clear class;
inpname='example';
% inpname='Net2_Rossman2000';
d=epanet([inpname,'.inp']);
d.msx([inpname,'.msx'])
d
d.getMsxEquationsTerms
d.getMsxEquationsPipes
d.getMsxEquationsTanks
d.getMsxTimeStep
d.getMsxSpeciesCount
d.getMsxConstantsCount
d.getMsxParametersCount
d.getMsxPatternsCount
d.getMsxSpeciesNameID
d.getMsxSpeciesType
d.getMsxSpeciesUnits
d.getMsxSpeciesATOL
d.getMsxSpeciesRTOL
d.getMsxSpeciesIndex
d.getMsxSpeciesIndex('AS5')
d.getMsxConstantsNameID
d.getMsxConstantsValue
d.getMsxConstantsIndex
d.getMsxConstantsIndex('K2')
d.getMsxParametersNameID
d.getMsxParametersIndex
d.getMsxParametersTanksValue
d.getMsxParametersPipesValue
d.getMsxPatternsNameID
d.getMsxPatternsIndex
d.getMsxPatternsLengths
d.getMsxNodeInitqualValue
d.getMsxLinkInitqualValue
d.getMsxSources
d.getMsxSourceType
d.getMsxSourceLevel
d.getMsxSourcePatternIndex
d.getMsxPattern %Mass flow rate per minute of a chemical source
d.getMsxPatternValue(1,5) %Mass flow rate per minute of a chemical source
% % d.getMsxSpeciesConcentration
d.setTimeHydraulicStep(3600)
d.setTimeQualityStep(3600)
d.getMsxComputedQualityNode(1)%index node
d.getMsxComputedQualityNode(1,1)%index node, index species
d.MsxPlotConcentrationSpeciesOfNodes(1,1:d.MsxSpeciesCount)
d.MsxPlotConcentrationSpeciesOfNodes(2,1:d.MsxSpeciesCount)
d.MsxPlotConcentrationSpeciesOfNodes(3,1:d.MsxSpeciesCount)
d.MsxPlotConcentrationSpeciesOfNodes(4,1:d.MsxSpeciesCount)
d.MsxPlotConcentrationSpeciesOfNodes(5,1:d.MsxSpeciesCount)
d.getMsxComputedQualityLink(1,1:d.MsxSpeciesCount)%index link, index species
d.MsxPlotConcentrationSpeciesOfLinks(1,1:d.MsxSpeciesCount)
d.getMsxError(0) % bug, no error
d.getMsxError(200) % bug, cannot read EPANET-MSX file
d.getMsxError(501)
d.getMsxError(502)
d.getMsxError(503)
d.getMsxError(504)
d.getMsxError(505)
d.getMsxError(506)
d.getMsxError(507)
d.getMsxError(508)
d.getMsxError(509)
d.getMsxError(510) % bug, could not open algebraic "equation" solver.
d.getMsxError(511)
d.getMsxError(512)
d.getMsxError(513)
d.getMsxError(514)
d.getMsxError(515)
d.getMsxError(516)
d.getMsxError(517)
d.getMsxError(518)
d.getMsxError(519)
d.getMsxError(520)
d.getMsxError(521)
d.getMsxError(522)
d.getMsxError(523)
d.getMsxError(524)
% Solve for hydraulics & water quality
d.MsxSolveCompleteHydraulics
d.MsxSolveCompleteQuality
% Write results to the TestMsxReport file
d.MsxWriteReport %a specific water quality report file is named in the [REPORT] section of the MSX input file. %BUG
copyfile([pwd,'\RESULTS\','temp.txt'],[pwd,'\RESULTS\','TestMsxReport.txt']);
open('TestMsxReport.txt');
%or
copyfile([pwd,'\LIBRARIES\','epanetmsx.exe'],[pwd,'\RESULTS\','epanetmsx.exe']);
copyfile([pwd,'\LIBRARIES\','epanetmsx.dll'],[pwd,'\RESULTS\','epanetmsx.dll']);
copyfile([pwd,'\LIBRARIES\','epanet2.dll'],[pwd,'\RESULTS\','epanet2.dll']);
fid = fopen('ReportMsx.bat','w');
r = sprintf('epanetmsx %s %s %s','temp.inp','temp.msx','temp.txt');
fprintf(fid,'%s \n',r);fclose all;
movefile('ReportMsx.bat',[pwd,'\RESULTS\','ReportMsx.bat']);
cd RESULTS
!ReportMsx.bat
cd ..
copyfile([pwd,'\RESULTS\','temp.txt'],[pwd,'\RESULTS\','TestMsxReport2.txt']);
open('TestMsxReport2.txt')
d.MsxAddPattern('testpat',[2 .3 .4 6 5 2 4]);
d.getMsxPatternsNameID
d.getMsxPatternsIndex
d.getMsxPatternsLengths
v=d.getMsxSources
node = 1;
spec=1;
type = 0;
level=0.2;
pat = 1;
d.setMsxSources(node, spec, type, level, pat)
v=d.getMsxSources
d.getMsxConstantsValue
value = [2 10 8];%index[1 2 3]
d.setMsxConstantsValue(value);
d.getMsxConstantsNameID
d.getMsxConstantsValue
d.getMsxConstantsIndex
d.getMsxParametersTanksValue
d.getMsxParametersPipesValue
if d.getMsxParametersCount
% d.setMsxParametersPipesValue(pipeIndex,value)
d.setMsxParametersPipesValue(1,[1.5 2])
d.getMsxParametersPipesValue{1}
a=d.getNodeTankIndex
d.setMsxParametersTanksValue(a(1),100)
d.getMsxParametersTanksValue{a(1)}
end
values = d.getMsxLinkInitqualValue
nodeIndex=1; speciesIndex=1;
values{nodeIndex}(speciesIndex)=1000;%
d.setMsxLinkInitqualValue(values)
d.getMsxLinkInitqualValue
linkIndex=1; speciesIndex=1;
values = d.getMsxNodeInitqualValue
values{linkIndex}(speciesIndex)=1500;%
d.setMsxNodeInitqualValue(values)
d.getMsxNodeInitqualValue
d.setMsxPatternMatrix([.1 .2 .5 .2 1 .9]);
d.getMsxPattern
d.setMsxPatternValue(1,1,2);
d.getMsxPattern
d.setMsxPattern(1,[1 0.5 0.8 2 1.5]);
d.getMsxPattern
d.getMsxPatternValue(1,5)
d.MsxSaveFile([pwd,'\RESULTS\','testMsx.msx']);
d.MsxSaveQualityFile([pwd,'\RESULTS\','testMsxQuality.bin'])
d.saveHydraulicsOutputReportingFile
d.saveHydraulicFile([pwd,'\RESULTS\','testMsxHydraulics.hyd'])
d.MsxUseHydraulicFile([pwd,'\RESULTS\','testMsxHydraulics.msx'])
% % MsxInitializeQualityAnalysis
% % MsxStepQualityAnalysisTimeLeft
d.MsxUnload
d.unload
% OTHER FUNCTIONS
d=epanet(['Net1_Rossman2000','.inp']);
NodeCoordinates = d.getCoordinates
d.getInputFileInfo
d.getCurveInfo
d.getLinksInfo
d.getNodesInfo
d.getControlsInfo
d.getFlowUnitsHeadlossFormula
% SET Flow Units % Valves, - EDIT (version 2)
d.setFlowUnitsLPM('Net1_LPM.inp') % Net1.. GPM to LPM
d=epanet(['Net1_LPM','.inp']);
d.getFlowUnitsHeadlossFormula
% similar
% d.setFlowUnitsGPM('Net1_GPM.inp') % Net1.. LPM to GPM
% d.setFlowUnitsCFS('Net1_CFS.inp') % Net1.. GPM to CFS
% d.setFlowUnitsMGD('Net1_MGD.inp') % Net1.. CFS to MGD
% d.setFlowUnitsIMGD('Net1_IMGD.inp') % Net1.MGD to IMGD
% d.setFlowUnitsAFD('Net1_AFD.inp') % Net1.. IMGD to AFD
% d.setFlowUnitsLPS('Net1_LPS.inp') % Net1.. AFD to LPS
% d.setFlowUnitsLPM('Net1_LPM.inp') % Net1.. LPS to LPM
% d.setFlowUnitsMLD('Net1_MLD.inp') % Net1.. LPM to MLD
% d.setFlowUnitsCMD('Net1_CMD.inp') % Net1.. MLD to CMD
% d.setFlowUnitsCMH('Net1_CMH.inp') % Net1.. CMD to CMH
% HeadlossFormula
d=epanet(['Net1_Rossman2000','.inp']);
d.setHeadlossDW('Net1_DW.inp');
d=epanet(['Net1_DW','.inp']);
d.getFlowUnitsHeadlossFormula
% d.setHeadlossCM('Net1_CM.inp')
% d.setHeadlossHW('Net1_HW.inp')
%Delete s files
sfilesexist = dir('s*');
if (~isempty(sfilesexist)), delete s*, end;
rmpath(genpath(pwd));
% close all