private void LoadSerVolsProject(string Filename)
{
Project = new ProjectData(AnalysisMode.Operations);
Art = new ArterialData();
SerVolTables = FileInputOutput2.DeserializeSerVolTables(Filename);
Project.FileName = Filename;
}
public static ArterialData DeserializeArterialData(string filename)
{
FileStream myFileStream = new FileStream(filename, FileMode.Open);
// Create the XmlSerializer instance.
XmlSerializer mySerializer = new XmlSerializer(typeof(ArterialData));
ArterialData arterial = (ArterialData)mySerializer.Deserialize(myFileStream);
myFileStream.Close();
return(arterial);
}
public static void SerializeArterialData(string filename, ArterialData arterial)
{
// Writing the file requires a TextWriter.
//TextWriter myStreamWriter = new StreamWriter(filename);
FileStream myStream = new FileStream(filename, FileMode.Create);
// Create the XmlSerializer instance.
XmlSerializer mySerializer = new XmlSerializer(typeof(ArterialData));
mySerializer.Serialize(myStream, arterial);
myStream.Close();
}
public static void ChangeArterialVolume(ref ArterialData Arterial, float analysisDirectionDemandVol = 800)
{
float minorStreetVolumeRatio = 0.75f;
float leftTurningPctInt = 0.12f;
float rightTurningPctInt = 0.12f;
float[] demandVolumesLeft = { analysisDirectionDemandVol *leftTurningPctInt, analysisDirectionDemandVol *leftTurningPctInt, minorStreetVolumeRatio *analysisDirectionDemandVol *leftTurningPctInt, minorStreetVolumeRatio *analysisDirectionDemandVol *leftTurningPctInt };
float[] demandVolumesThru = { analysisDirectionDemandVol *(1 - (leftTurningPctInt + rightTurningPctInt)), analysisDirectionDemandVol *(1 - (leftTurningPctInt + rightTurningPctInt)), minorStreetVolumeRatio *analysisDirectionDemandVol *(1 - (leftTurningPctInt + rightTurningPctInt)), minorStreetVolumeRatio *analysisDirectionDemandVol *(1 - (leftTurningPctInt + rightTurningPctInt)) };
float[] demandVolumesRight = { analysisDirectionDemandVol *rightTurningPctInt, analysisDirectionDemandVol *rightTurningPctInt, minorStreetVolumeRatio *analysisDirectionDemandVol *rightTurningPctInt, minorStreetVolumeRatio *analysisDirectionDemandVol *rightTurningPctInt };
foreach (SegmentData Segment in Arterial.Segments)
{
foreach (ApproachData Approach in Segment.Intersection.Approaches)
{
int travelDirectionIndex = (int)Approach.Dir;
float totalDemand = demandVolumesLeft[travelDirectionIndex] + demandVolumesThru[travelDirectionIndex] + demandVolumesRight[travelDirectionIndex];
Approach.DemandVolume = totalDemand;
Approach.PctLeftTurns = (demandVolumesLeft[travelDirectionIndex] / totalDemand) * 100;
Approach.PctRightTurns = (demandVolumesRight[travelDirectionIndex] / totalDemand) * 100;
foreach (LaneGroupData LaneGroup in Approach.LaneGroups)
{
if (LaneGroup.Type == LaneMovementsAllowed.LeftOnly)
{
LaneGroup.DischargeVolume = demandVolumesLeft[travelDirectionIndex];
LaneGroup.DemandVolumeVehPerHr = demandVolumesLeft[travelDirectionIndex];
LaneGroup.DemandVolumeVehPerHrSplit[0] = LaneGroup.DemandVolumeVehPerHr;
}
if (LaneGroup.Type == LaneMovementsAllowed.ThruRightShared)
{
LaneGroup.DischargeVolume = demandVolumesThru[travelDirectionIndex] + demandVolumesRight[travelDirectionIndex];
LaneGroup.DemandVolumeVehPerHr = demandVolumesThru[travelDirectionIndex] + demandVolumesRight[travelDirectionIndex];
LaneGroup.PctRightTurns = demandVolumesRight[travelDirectionIndex] / (demandVolumesThru[travelDirectionIndex] + demandVolumesRight[travelDirectionIndex]) * 100;
LaneGroup.DemandVolumeVehPerHrSplit[1] = demandVolumesThru[travelDirectionIndex];
LaneGroup.DemandVolumeVehPerHrSplit[2] = demandVolumesRight[travelDirectionIndex];
}
LaneGroup.AnalysisFlowRate = LaneGroup.CalcAnalysisFlowRate(LaneGroup.DemandVolumeVehPerHr, LaneGroup.PeakHourFactor);
}
}
}
}
private void btnCreateArterial_Click(object sender, EventArgs e)
{
Project = new ProjectData();
//ArterialData newArterial = CreateArterial.NewArterial();
//Art = CreateArterial2.NewArterial();
Art = CreateArterial_HCMExample1.NewArterial(Project.AnalMode, 800);
//Change file path/name as appropriate
//Project.FileName = @"X:\OneDrive\Software Projects\HCM-CALC\_DataFiles\HCM\Urban Streets\HCMExample1.xml";
//Project.FileName = @"C:\Users\Christian\source\repos\HCMCalc_UrbanStreets\bin\Output\HCMExample1.xml";
if (OutputFilesFolder == "")
{
Project.FileName = "HCMExample1.xml";
}
else
{
Project.FileName = OutputFilesFolder + "\\HCMExample1.xml";
}
FileInputOutput2.SerializeArterialData(Project.FileName, Art);
}
/// <summary>
/// Reverses an arterial's direction by reversing the segments and access points lists, then manually changing their speeds, length, and access points locations.
/// </summary>
/// <param name="Arterial"></param>
public static void ReverseArterial(ref ArterialData Arterial)
{
Arterial.Segments.Reverse();
for (int segmentIndex = Arterial.Segments.Count - 1; segmentIndex >= 0; segmentIndex--)
{
if (segmentIndex == 0)
{
Arterial.Segments[segmentIndex].Link.LengthFt = 0;
Arterial.Segments[segmentIndex].LengthFt = 0;
}
else
{
Arterial.Segments[segmentIndex].Link.LengthFt = Arterial.Segments[segmentIndex - 1].Link.LengthFt;
Arterial.Segments[segmentIndex].LengthFt = Arterial.Segments[segmentIndex - 1].LengthFt;
Arterial.Segments[segmentIndex].Link.PostSpeedMPH = Arterial.Segments[segmentIndex - 1].Link.PostSpeedMPH;
}
Arterial.Segments[segmentIndex].Link.AccessPoints.Reverse();
foreach (AccessPointData AccessPoint in Arterial.Segments[segmentIndex].Link.AccessPoints)
{
AccessPoint.Location = 1 - AccessPoint.Location;
}
}
}
public void WriteXmlFile(string filename, bool previewMode, ProjectData Project, ArterialData Art, List <IntersectionData> Int, List <LinkData> Seg, ServiceVolumes SerVol, bool overVCMessage, bool writeResults)
{
XmlTextWriter xtw = new XmlTextWriter(filename, System.Text.Encoding.UTF8);
//indent tags by 2 characters
xtw.Formatting = Formatting.Indented;
xtw.Indentation = 2;
//enclose attributes' values in float quotes
xtw.QuoteChar = '"';
xtw.WriteStartDocument(true);
if (previewMode == true)
{
string XSLfileName = XSLfileName = Application.StartupPath + "\\APauto1.xsl";
string InstructionText = "type=\"text/xsl\" href=\"" + XSLfileName + "\"";
xtw.WriteProcessingInstruction("xml-stylesheet", InstructionText);
}
//write <TMML> information
xtw.WriteStartElement("TMML");
xtw.WriteAttributeString("Facility", "Arterial");
//write <PROJECT> information
xtw.WriteStartElement("PROJECT");
xtw.WriteElementString("FileName", Project.FileName); //("FileName", filename)
xtw.WriteElementString("Analyst", Project.AnalystName);
xtw.WriteElementString("Date", Project.AnalysisDate.ToString());
xtw.WriteElementString("Agency", Project.Agency);
xtw.WriteElementString("Comment", Project.UserNotes);
if (Project.Mode == ModeType.AutoOnly)
{
xtw.WriteElementString("ModalAnalysis", "Auto Only");
}
else if (Project.Mode == ModeType.SignalOnly)
{
xtw.WriteElementString("ModalAnalysis", "Isolated Signal");
}
if (Project.DirectionAnalysisMode == DirectionType.PeakDirection)
{
xtw.WriteElementString("AnalysisType", "Peak Direction");
}
else if (Project.DirectionAnalysisMode == DirectionType.BothDirections)
{
xtw.WriteElementString("AnalysisType", "Peak and Off-Peak Directions");
}
if (Project.Period == StudyPeriod.StandardK)
{
xtw.WriteElementString("PeriodID", "Standard K");
}
else if (Project.Period == StudyPeriod.Kother)
{
xtw.WriteElementString("PeriodID", "Kother");
}
else if (Project.Period == StudyPeriod.PeakHour)
{
xtw.WriteElementString("PeriodID", "Dir Hr Demand Vol");
}
xtw.WriteElementString("Program", "ARTPLAN 2012");
xtw.WriteElementString("Version", FDOTplanning_ParmRanges.VersionDate);
xtw.WriteEndElement(); //close the <PROJECT> tag
//write <AnalysisParamters> information
//** maybe not include since this information is never used (maybe by HCS)
//write <ARTERIAL> information
xtw.WriteStartElement("ARTERIAL");
xtw.WriteAttributeString("id", "1");
//write <ARTERIALINFO> information
xtw.WriteStartElement("ARTERIALINFO");
xtw.WriteElementString("ArterialName", Art.ArtName);
xtw.WriteElementString("From", Art.From);
xtw.WriteElementString("To", Art.To);
if (Art.AnalysisTravelDir == TravelDirection.Northbound)
{
xtw.WriteElementString("FwdDirection", "Northbound");
}
else if (Art.AnalysisTravelDir == TravelDirection.Southbound)
{
xtw.WriteElementString("FwdDirection", "Southbound");
}
else if (Art.AnalysisTravelDir == TravelDirection.Westbound)
{
xtw.WriteElementString("FwdDirection", "Westbound");
}
else if (Art.AnalysisTravelDir == TravelDirection.Eastbound)
{
xtw.WriteElementString("FwdDirection", "Eastbound");
}
if (Art.Area == AreaType.LargeUrbanized)
{
xtw.WriteElementString("AreaType", "Large Urbanized");
}
else if (Art.Area == AreaType.OtherUrbanized)
{
xtw.WriteElementString("AreaType", "Other Urbanized");
}
else if (Art.Area == AreaType.Transitioning)
{
xtw.WriteElementString("AreaType", "Transitioning/Urban");
}
else if (Art.Area == AreaType.RuralDeveloped)
{
xtw.WriteElementString("AreaType", "Rural Developed");
}
xtw.WriteElementString("ArterialClass_HCM", Art.Classification.ToString());
xtw.WriteElementString("KFactor_PLN", Art.Kfactor.ToString());
xtw.WriteElementString("DFactor_PLN", Art.Dfactor.ToString());
//xtw.WriteElementString("PHF", Art.PHF.ToString());
//xtw.WriteElementString("BaseSatFlowPerLane", Art.Segments[0].Intersection.Approaches[0].LaneGroups[0].BaseSaturationFlowRate.ToString());
xtw.WriteElementString("NumberOfIntersections", Convert.ToString(Art.TotalInts - 1));
if (Project.Mode != ModeType.SignalOnly)
{
xtw.WriteElementString("ArtLength", Art.LengthMiles.ToString("0.0000"));
}
else
{
xtw.WriteElementString("ArtLength", "N/A");
}
xtw.WriteElementString("MaxSerVol", Art.MaxSerVol.ToString());
xtw.WriteEndElement(); //close the <ARTERIALINFO> tag
//write <APPROACH> information
xtw.WriteStartElement("ARTERIALDIR");
xtw.WriteAttributeString("id", "forward");
//xtw.WriteElementString("NumberOfLanes", Art.);
//xtw.WriteElementString("HVPct", Art.PctHeavyVeh.ToString());
//only write results to file if results are currently displayed
if (writeResults == true)
{
//write <MOEGROUP> information
xtw.WriteStartElement("MOEGROUP");
if (Project.Mode != ModeType.SignalOnly)
{
xtw.WriteElementString("TotalTravelTime", Art.Results.TravelTime.ToString("0.00"));
//if (Art.WtdgC <= 0.50)
// xtw.WriteElementString("WtdgC", Art.WtdgC.ToString("0.00"));
//else
// xtw.WriteElementString("WtdgC", "##");
//xtw.WriteElementString("FFSDelay", Art.Results.FFSdelay.ToString("0.00"));
//xtw.WriteElementString("ThresholdDelay", Art.Results.ThreshDelay.ToString("0.00"));
if (overVCMessage == false)
{
xtw.WriteElementString("AvgTravelSpeed", Art.Results.AverageSpeed.ToString("0.00"));
//xtw.WriteElementString("BaseFreeFlowSpeed", Art.Results.BaseFreeFlowSpeed.ToString("0.00"));
xtw.WriteElementString("ArtLOS", Art.Results.LOS.ToString());
}
else
{
xtw.WriteElementString("AvgTravelSpeed", "###");
xtw.WriteElementString("BaseFreeFlowSpeed", "###");
xtw.WriteElementString("ArtLOS", "###");
}
}
else //signal only
{
xtw.WriteElementString("TotalTravelTime", "N/A");
xtw.WriteElementString("WtdgC", "N/A");
xtw.WriteElementString("AvgTravelSpeed", "N/A");
xtw.WriteElementString("FFSDelay", "N/A");
xtw.WriteElementString("ThresholdDelay", "N/A");
xtw.WriteElementString("ArtLOS", "N/A");
}
xtw.WriteEndElement(); //close the <MOEGROUP> tag
}
xtw.WriteEndElement(); //close the <APPROACH> tag
if (Project.DirectionAnalysisMode == DirectionType.BothDirections)
{
//write <APPROACH> information
xtw.WriteStartElement("APPROACH");
xtw.WriteAttributeString("id", "reverse");
//xtw.WriteElementString("NumberOfLanes", Art.);
//xtw.WriteElementString("HVPct", Art[1].PctHeavyVeh.ToString());
//write <MOEGROUP> information
//xtw.WriteStartElement("MOEGROUP");
xtw.WriteEndElement(); //close the <Approach> tag
}
//write <INTERSECTIONS> information
xtw.WriteStartElement("INTERSECTIONS");
for (int id = 1; id <= Art.TotalInts; id++)
{
//write a new <INTERSECTION id="nnn"> element
xtw.WriteStartElement("INTERSECTION");
xtw.WriteAttributeString("id", id.ToString());
//write <INTERSECTIONINFO> information
xtw.WriteStartElement("INTERSECTIONINFO");
xtw.WriteElementString("CrossStreetName", Int[id].CrossStreetName);
xtw.WriteEndElement(); //close the <INTERSECTIONINFO> tag
//write <CONTROLLER> information
xtw.WriteStartElement("CONTROLLER");
//if (Art.SigControl == SigControlType.Pretimed)
// xtw.WriteElementString("ControlMode", "Pretimed");
//else if (Art.SigControl == SigControlType.CoordinatedActuated)
// xtw.WriteElementString("ControlMode", "CoordinatedActuated");
//else if (Art.SigControl == SigControlType.FullyActuated)
// xtw.WriteElementString("ControlMode", "FullyActuated");
//xtw.WriteElementString("CycleLength", Int[id].CycleLen.ToString());
//if (Int[id].LTphasing == PhasingType.Protect)
// xtw.WriteElementString("LeftTurnPhasing", "Protected");
//else if (Int[id].LTphasing == PhasingType.ProtPerm)
// xtw.WriteElementString("LeftTurnPhasing", "ProtPerm");
//else
// xtw.WriteElementString("LeftTurnPhasing", "None");
xtw.WriteEndElement(); //close the <CONTROLLER> tag
if (id == 1 && Project.DirectionAnalysisMode == DirectionType.PeakDirection) // && Project.Mode != ModeType.SignalOnly) //if peak direction analysis and not signal-only analysis, do not write remaining items for 1st intersection
{
xtw.WriteEndElement(); //close the <INTERSECTION> tag
continue;
}
//write <APPROACH> information
xtw.WriteStartElement("APPROACH");
xtw.WriteAttributeString("id", "forward");
//write <LANEGROUP> information
xtw.WriteStartElement("LANEGROUP"); //do not include id info, as all lane group info is currently grouped together
xtw.WriteElementString("Section", Convert.ToString(id - 1));
//Intersection Data
//unit extension
//xtw.WriteElementString("GCRatio", Int[id].gCthru.ToString());
//if (Int[id].isLTbay == true)
//{
// xtw.WriteElementString("LeftTurnBayYN", "Yes");
// xtw.WriteElementString("NumberLTlanes", Int[id].NumLTlanes.ToString());
// xtw.WriteElementString("LTBayLength", Int[id].LTbayLen.ToString());
// xtw.WriteElementString("GCRatioLT", Int[id].gClt.ToString("0.00"));
//}
//else //false
//{
// xtw.WriteElementString("LeftTurnBayYN", "No");
// xtw.WriteElementString("NumberLTlanes", "N/A");
// xtw.WriteElementString("LTBayLength", "N/A");
// xtw.WriteElementString("GCRatioLT", "N/A");
//}
//if (Int[id].isRTbay == true)
// xtw.WriteElementString("RightTurnBayYN", "Yes");
//else //false
// xtw.WriteElementString("RightTurnBayYN", "No");
//xtw.WriteElementString("PctTurn_Left", Int[id].PctLT.ToString());
//xtw.WriteElementString("PctTurn_Right", Int[id].PctRT.ToString());
//xtw.WriteElementString("ArrivalType", Int[id].ArvType.ToString());
//xtw.WriteElementString("NumberOfLanes_INT", Int[id].NumThLanes.ToString());
//Segment Data
//float SegLengthMiles = Convert.ToDouble(Seg[id - 1].Length) / 5280;
if (Project.Mode != ModeType.SignalOnly)
{
xtw.WriteElementString("LinkLength", Seg[id - 1].LengthFt.ToString());
xtw.WriteElementString("NumberOfLanes_SEG", Seg[id - 1].NumLanes.ToString());
xtw.WriteElementString("PostedSpeed", Seg[id - 1].PostSpeedMPH.ToString());
xtw.WriteElementString("FreeFlowSpeed", Seg[id - 1].Results.FreeFlowSpeedMPH.ToString());
if (Seg[id - 1].MedType == MedianType.None)
{
xtw.WriteElementString("MedianType", "None");
}
else if (Seg[id - 1].MedType == MedianType.Nonrestrictive)
{
xtw.WriteElementString("MedianType", "Non-Restrictive");
}
else if (Seg[id - 1].MedType == MedianType.Restrictive)
{
xtw.WriteElementString("MedianType", "Restrictive");
}
if (Seg[id - 1].OnStreetParkingExists == false)
{
xtw.WriteElementString("OnStreetParkingYN", "No");
}
else //true
{
xtw.WriteElementString("OnStreetParkingYN", "Yes");
}
if (Seg[id - 1].ParkingActivity == ParkingActivityLevel.Low)
{
xtw.WriteElementString("ParkingActivity", "Low");
}
else if (Seg[id - 1].ParkingActivity == ParkingActivityLevel.Medium)
{
xtw.WriteElementString("ParkingActivity", "Medium");
}
else if (Seg[id - 1].ParkingActivity == ParkingActivityLevel.High)
{
xtw.WriteElementString("ParkingActivity", "High");
}
else if (Seg[id - 1].ParkingActivity == ParkingActivityLevel.NotApplicable)
{
xtw.WriteElementString("ParkingActivity", "N/A");
}
}
else
{
xtw.WriteElementString("LinkLength", "N/A");
xtw.WriteElementString("NumberOfLanes_SEG", "N/A");
xtw.WriteElementString("FreeFlowSpeed", "N/A");
xtw.WriteElementString("MedianType", "N/A");
}
xtw.WriteElementString("AADT", Seg[id - 1].AADT.ToString());
xtw.WriteElementString("DDHV", Seg[id - 1].DDHV.ToString("0"));
//Calculated Values
//xtw.WriteElementString("ThruMvmtFlowRate", Int[id].ThruVol.ToString("0"));
//xtw.WriteElementString("AdjSatFlowRate", (Int[id].AdjSatFlow * Int[id].NumThLanes).ToString("0"));
//xtw.WriteElementString("Cap", Int[id].Capacity.ToString("0"));
if (Seg[id - 1].OutsideLaneWidth == OutLaneWidth.Narrow)
{
xtw.WriteElementString("OutsideLnWidth", "Narrow");
}
else if (Seg[id - 1].OutsideLaneWidth == OutLaneWidth.Typical)
{
xtw.WriteElementString("OutsideLnWidth", "Typical");
}
else if (Seg[id - 1].OutsideLaneWidth == OutLaneWidth.Wide)
{
xtw.WriteElementString("OutsideLnWidth", "Wide");
}
//else if (Seg[id - 1].OutsideLaneWidth == OutLaneWidth.Custom)
// xtw.WriteElementString("OutsideLnWidth", Seg[id - 1].NumOutsideLaneWidth.ToString());
//if (Seg[id - 1].PaveCond == PavementCondition.Desirable)
// xtw.WriteElementString("PavementCondition", "Desirable");
//else if (Seg[id - 1].PaveCond == PavementCondition.Typical)
// xtw.WriteElementString("PavementCondition", "Typical");
//else if (Seg[id - 1].PaveCond == PavementCondition.Undesirable)
// xtw.WriteElementString("PavementCondition", "Undesirable");
//if (Seg[id - 1].BikeLaneExists == false)
// xtw.WriteElementString("BikeLnYN", "No");
//else //true
// xtw.WriteElementString("BikeLnYN", "Yes");
//if (Seg[id - 1].SidewalkExists == false)
// xtw.WriteElementString("SidewalkYN", "No");
//else //true
// xtw.WriteElementString("SidewalkYN", "Yes");
//only write results to file if results are currently displayed
if (writeResults == true)
{
//write <MOEGROUP> information
//xtw.WriteStartElement("MOEGROUP");
if (Project.Mode != ModeType.SignalOnly)
{
xtw.WriteElementString("VCRatio", Int[id].Results.vcRatio.ToString("0.000"));
xtw.WriteElementString("ControlDelay", Int[id].Results.ControlDelay.ToString("0.00"));
xtw.WriteElementString("IntLOS", Int[id].Results.LOS);
//if (Int[id].Approaches[0].LaneGroups[0].AnalysisResults.QueStorageRatio <= 1.0)
// xtw.WriteElementString("QueueStorageRatio", Int[id].Results.QueStorageRatio.ToString("0.00"));
//else
// xtw.WriteElementString("QueueStorageRatio", "#");
xtw.WriteElementString("BaseFreeFlowSpeed", Seg[id - 1].Results.BaseFreeFlowSpeed.ToString("0.00"));
//xtw.WriteElementString("SectAverageTravelSpeed", Seg[id - 1].Results.AverageSpeed.ToString("0.00"));
xtw.WriteElementString("SectLOS", Seg[id - 1].Results.LOS);
}
else //signal-only analysis
{
xtw.WriteElementString("VCRatio", Int[2].Results.vcRatio.ToString("0.000"));
xtw.WriteElementString("ControlDelay", Int[2].Results.ControlDelay.ToString("0.00"));
xtw.WriteElementString("IntLOS", Int[2].Results.LOS);
//if (Int[2].Results.QueStorageRatio <= 1.0)
// xtw.WriteElementString("QueueStorageRatio", Int[2].Results.QueStorageRatio.ToString("0.00"));
//else
// xtw.WriteElementString("QueueStorageRatio", "#");
xtw.WriteElementString("BaseFreeFlowSpeed", "N/A");
xtw.WriteElementString("SectAverageTravelSpeed", "N/A");
xtw.WriteElementString("SectLOS", "N/A");
}
//xtw.WriteEndElement(); //close the <MOEGROUP> tag
}
xtw.WriteEndElement(); //close the <LANEGROUP> tag
xtw.WriteEndElement(); //close the <APPROACH> tag
xtw.WriteEndElement(); //close the <INTERSECTION> tag
}
xtw.WriteEndElement(); //close the <INTERSECTIONS> tag
//only write service volume tables to file if results are currently displayed
bool WriteServiceVols = false; //temp
if (WriteServiceVols == true) //(writeResults == true)
{
xtw.WriteStartElement("LOSTABLES");
xtw.WriteAttributeString("Mode", "Auto");
for (int lanes = 1; lanes <= 5; lanes++) //2,4,6,8,*
{
xtw.WriteStartElement("CROSSSECTION");
xtw.WriteAttributeString("Lanes", (lanes * 2).ToString());
for (int LOS = 1; LOS <= 5; LOS++) //LOS A-E
{
xtw.WriteStartElement("SERVICEVOL");
xtw.WriteAttributeString("LOS", LOS.ToString());
if (SerVol.PkDirVol[lanes, LOS] > 0)
{
xtw.WriteElementString("PeakDirection", SerVol.PkDirVol[lanes, LOS].ToString());
if (Project.Period != StudyPeriod.PeakHour) // Dir Pk Hr Demand study period
{
xtw.WriteElementString("BothDirections", SerVol.BothDirVol[lanes, LOS].ToString());
xtw.WriteElementString("AADT", SerVol.AADT[lanes, LOS].ToString());
}
else
{
xtw.WriteElementString("BothDirections", "N/A");
xtw.WriteElementString("AADT", "N/A");
}
}
else if (SerVol.PkDirVol[lanes, LOS] == -2)
{
xtw.WriteElementString("PeakDirection", "**");
if (Project.Period != StudyPeriod.PeakHour) // Dir Pk Hr Demand study period
{
xtw.WriteElementString("BothDirections", "**");
xtw.WriteElementString("AADT", "**");
}
else
{
xtw.WriteElementString("BothDirections", "N/A");
xtw.WriteElementString("AADT", "N/A");
}
}
else if (SerVol.PkDirVol[lanes, LOS] == -3)
{
xtw.WriteElementString("PeakDirection", "***");
if (Project.Period != StudyPeriod.PeakHour) // Dir Pk Hr Demand study period
{
xtw.WriteElementString("BothDirections", "***");
xtw.WriteElementString("AADT", "***");
}
else
{
xtw.WriteElementString("BothDirections", "N/A");
xtw.WriteElementString("AADT", "N/A");
}
}
xtw.WriteEndElement(); //close the <SERVICEVOL> tag
}
xtw.WriteEndElement(); //close the <CROSSSECTION> tag
}
xtw.WriteEndElement(); //close the <LOSTABLES> tag
}
xtw.WriteEndElement(); //close the <ARTERIAL> tag
xtw.WriteEndDocument(); //close the <TMML> tag
xtw.Close();
}
// Illegal XML characters: < (less than), > (greater than), & (ampersand), ' (apostrophe), " (quotation mark)
public void ReadXmlFile(string filename, ProjectData project, ArterialData Art, List <IntersectionData> ints, List <LinkData> segs)
{
XmlTextReader xtr = new XmlTextReader(filename);
int Index = 0; //index for intersection number
//int SubSegNum = 0; //index for ped subsegment number
int TotInts = 1; //total number of intersections
IntersectionData newInt = new IntersectionData(); // (Art.Area, Art.Classification, Art.SigControl); //first intersection is "dummy" intersection
ints.Add(newInt);
LinkData newSeg = new LinkData(); // (Art.Area, Art.Classification); //first segment is "dummy" segment
segs.Add(newSeg);
while (xtr.Read())
{
if (xtr.NodeType == XmlNodeType.Whitespace)
{
continue;
}
if (xtr.IsStartElement("PROJECT"))
{
while (xtr.Read())
{
if (xtr.NodeType == XmlNodeType.EndElement)
{
if (xtr.Name == "PROJECT")
{
break;
}
}
switch (xtr.Name)
{
//Project Data Elements
case "FileName":
break;
case "Analyst":
project.AnalystName = xtr.ReadElementContentAsString();
break;
case "Date":
//project.AnalDate = xtr.ReadElementContentAsDateTime();
project.AnalysisDate = Convert.ToDateTime(xtr.ReadElementContentAsString());
break;
case "Agency":
project.Agency = xtr.ReadElementContentAsString();
break;
case "AgencyName": //for compatibality with Artplan 2007 files
project.Agency = xtr.ReadElementContentAsString();
break;
case "Comment":
project.UserNotes = xtr.ReadElementContentAsString();
break;
case "PeriodID":
string period = xtr.ReadElementContentAsString();
if (period == "Standard K" || period == "K100")
{
project.Period = StudyPeriod.StandardK;
}
else if (period == "Kother")
{
project.Period = StudyPeriod.Kother;
}
else if (period == "Dir Hr Demand Vol")
{
project.Period = StudyPeriod.PeakHour;
}
break;
case "AnalysisType":
string AnalType = xtr.ReadElementContentAsString();
if (AnalType == "Peak Direction")
{
project.DirectionAnalysisMode = DirectionType.PeakDirection;
}
else if (AnalType == "Peak and Off-Peak Directions")
{
project.DirectionAnalysisMode = DirectionType.BothDirections;
}
break;
case "ModalAnalysis":
string Mode = xtr.ReadElementContentAsString();
if (Mode == "Multimodal")
{
project.Mode = ModeType.Multimodal;
}
else if (Mode == "Auto Only")
{
project.Mode = ModeType.AutoOnly;
}
else if (Mode == "Isolated Signal")
{
project.Mode = ModeType.SignalOnly;
}
break;
case "MultiModal": //for compatibality with Artplan 2007 files
string Mode2 = xtr.ReadElementContentAsString();
if (Mode2 == "True")
{
project.Mode = ModeType.Multimodal;
}
else
{
project.Mode = ModeType.AutoOnly;
}
//signal only analysis was handled through Class field in Artplan 2007
//signal only analysis files are not handled because all the inputs were handled through the general facility data screen (i.e., ArterialInfo), which no longer exists
break;
}
}
}
else if (xtr.IsStartElement("ARTERIALINFO"))
{
while (xtr.Read())
{
if (xtr.NodeType == XmlNodeType.EndElement)
{
if (xtr.Name == "ARTERIALINFO")
{
break;
}
}
switch (xtr.Name)
{
//Arterial Values
case "ArterialName":
Art.ArtName = xtr.ReadElementContentAsString();
break;
case "From":
Art.From = xtr.ReadElementContentAsString();
break;
case "To":
Art.To = xtr.ReadElementContentAsString();
break;
case "FwdDirection":
string peakDir = xtr.ReadElementContentAsString();
if (peakDir == "Northbound")
{
Art.AnalysisTravelDir = TravelDirection.Northbound;
}
else if (peakDir == "Southbound")
{
Art.AnalysisTravelDir = TravelDirection.Southbound;
}
else if (peakDir == "Eastbound")
{
Art.AnalysisTravelDir = TravelDirection.Eastbound;
}
else if (peakDir == "Westbound")
{
Art.AnalysisTravelDir = TravelDirection.Westbound;
}
break;
case "AreaType":
string areaType = xtr.ReadElementContentAsString();
if (areaType == "Large Urbanized")
{
Art.Area = AreaType.LargeUrbanized;
}
else if (areaType == "Other Urbanized")
{
Art.Area = AreaType.OtherUrbanized;
}
else if (areaType == "Transitioning/Urban")
{
Art.Area = AreaType.Transitioning;
}
else if (areaType == "Rural Developed")
{
Art.Area = AreaType.RuralDeveloped;
}
break;
case "ArterialClass_HCM":
Art.Classification = (ArterialClass)xtr.ReadElementContentAsInt();
if ((int)Art.Classification > 2) //code to handle legacy projects that used 4 classes
{
Art.Classification = ArterialClass.ClassII;
}
break;
case "ArtLength":
Art.LengthMiles = xtr.ReadElementContentAsFloat();
break;
case "KFactor_PLN":
Art.Kfactor = xtr.ReadElementContentAsFloat();
break;
case "DFactor_PLN":
Art.Dfactor = xtr.ReadElementContentAsFloat();
break;
case "PHF":
//Art.PHF = xtr.ReadElementContentAsFloat();
break;
case "BaseSatFlowPerLane":
//Art.BaseSatFlow = xtr.ReadElementContentAsInt();
break;
case "NumberOfIntersections":
TotInts = xtr.ReadElementContentAsInt();
break;
}
}
}
else if (xtr.IsStartElement("ARTERIALDIR")) // || xtr.IsStartElement("APPROACH")) //The 'APPROACH ' tag is to provide support to Artplan 2007 version
{
while (xtr.Read())
{
if (xtr.NodeType == XmlNodeType.EndElement)
{
if (xtr.Name == "ARTERIALDIR") // || xtr.Name == "APPROACH")
{
break;
}
}
switch (xtr.Name)
{
//Direction specific approach items
case "HVPct":
//Art.PctHeavyVeh = xtr.ReadElementContentAsFloat();
break;
}
}
}
else if (xtr.IsStartElement("INTERSECTIONINFO"))
{
while (xtr.Read())
{
if (xtr.NodeType == XmlNodeType.EndElement)
{
if (xtr.Name == "INTERSECTIONINFO")
{
break;
}
}
newInt = new IntersectionData(1, Art.Area, Art.Classification, null, new SignalCycleData());
ints.Add(newInt);
newSeg = new LinkData();
segs.Add(newSeg);
switch (xtr.Name)
{
//Intersection Data Elements
case "CrossStreetName":
Index++; //increment intersection counter
ints[Index].CrossStreetName = xtr.ReadElementContentAsString();
break;
}
}
}
else if (xtr.IsStartElement("CONTROLLER"))
{
while (xtr.Read())
{
if (xtr.NodeType == XmlNodeType.EndElement)
{
if (xtr.Name == "CONTROLLER")
{
break;
}
}
switch (xtr.Name)
{
case "ControlMode":
string controlMode = xtr.ReadElementContentAsString();
//if (controlMode == "Pretimed")
// Art.SigControl = SigControlType.Pretimed;
//else if (controlMode == "CoordinatedActuated")
// Art.SigControl = SigControlType.CoordinatedActuated;
//else if (controlMode == "FullyActuated")
// Art.SigControl = SigControlType.FullyActuated;
break;
case "CycleLength":
//ints[Index].CycleLen = xtr.ReadElementContentAsInt();
break;
case "LeftTurnPhasing":
string LTphasing = xtr.ReadElementContentAsString();
//if (LTphasing == "Protected")
// ints[Index].LTphasing = PhasingType.Protect;
//else if (LTphasing == "ProtPerm")
// ints[Index].LTphasing = PhasingType.ProtPerm;
//else
// ints[Index].LTphasing = PhasingType.None;
break;
}
}
}
else if (xtr.IsStartElement("LANEGROUP"))
{
while (xtr.Read())
{
if (xtr.NodeType == XmlNodeType.EndElement)
{
if (xtr.Name == "LANEGROUP")
{
//SubSegNum = 0; //reset subsegment counter for next segment
break;
}
}
switch (xtr.Name)
{
case "GCRatio":
ints[Index].Approaches[0].LaneGroups[0].SignalPhase.gC = xtr.ReadElementContentAsFloat();
break;
case "LeftTurnBayYN":
string LTBay = xtr.ReadElementContentAsString();
//if (LTBay == "No")
// ints[Index].isLTbay = false;
//else
// ints[Index].isLTbay = true;
break;
case "NumberLTlanes":
string LTlanes = xtr.ReadElementContentAsString();
//if (LTlanes != "N/A")
// ints[Index].NumLTlanes = Convert.ToInt32(LTlanes);
break;
case "LTBayLength":
string LTbayLen = xtr.ReadElementContentAsString();
//if (LTbayLen != "N/A")
// ints[Index].LTbayLen = Convert.ToInt32(LTbayLen);
break;
case "GCRatioLT":
string LTgCratio = xtr.ReadElementContentAsString();
//if (LTgCratio != "N/A")
// ints[Index].gClt = Convert.ToSingle(LTgCratio);
break;
case "RightTurnBayYN":
string RTBay = xtr.ReadElementContentAsString();
//if (RTBay == "No")
// ints[Index].isRTbay = false;
//else
// ints[Index].isRTbay = true;
break;
case "PctTurn_Left":
//ints[Index].PctLT = xtr.ReadElementContentAsInt();
break;
case "PctTurn_Right":
//nts[Index].PctRT = xtr.ReadElementContentAsInt();
break;
case "ArrivalType":
//ints[Index].ArvType = xtr.ReadElementContentAsInt();
break;
case "NumberOfLanes_INT":
//ints[Index].NumThLanes = xtr.ReadElementContentAsFloat();
break;
//Segment Data Elements
case "LinkLength":
//subtract 1 from index since there is one less segment than # of intersections
float SegLength = xtr.ReadElementContentAsFloat();
if (SegLength < 10)
{
segs[Index - 1].LengthFt = SegLength * 5280;
}
else
{
segs[Index - 1].LengthFt = SegLength;
}
break;
case "AADT":
segs[Index - 1].AADT = xtr.ReadElementContentAsLong();
break;
case "DDHV":
segs[Index - 1].DDHV = xtr.ReadElementContentAsFloat();
break;
case "NumberOfLanes_SEG":
segs[Index - 1].NumLanes = xtr.ReadElementContentAsInt();
break;
case "PostedSpeed":
segs[Index - 1].PostSpeedMPH = xtr.ReadElementContentAsInt();
break;
case "FreeFlowSpeed":
//segs[Index - 1].FFSpeed = xtr.ReadElementContentAsFloat();
break;
case "MedianType":
string MedType = xtr.ReadElementContentAsString();
if (MedType == "None")
{
segs[Index - 1].MedType = MedianType.None;
}
else if (MedType == "Non-Restrictive")
{
segs[Index - 1].MedType = MedianType.Nonrestrictive;
}
else if (MedType == "Restrictive")
{
segs[Index - 1].MedType = MedianType.Restrictive;
}
//SegNum++;
break;
case "OnStreetParkingYN":
string OnStreetParkingYN = xtr.ReadElementContentAsString();
if (OnStreetParkingYN == "No")
{
segs[Index - 1].OnStreetParkingExists = false;
}
else
{
segs[Index - 1].OnStreetParkingExists = true;
}
break;
case "ParkingActivity":
string ParkingActivity = xtr.ReadElementContentAsString();
if (ParkingActivity == "Low")
{
segs[Index - 1].ParkingActivity = ParkingActivityLevel.Low;
}
else if (ParkingActivity == "Medium")
{
segs[Index - 1].ParkingActivity = ParkingActivityLevel.Medium;
}
else if (ParkingActivity == "High")
{
segs[Index - 1].ParkingActivity = ParkingActivityLevel.High;
}
else // N/A (on-street parking not present)
{
segs[Index - 1].ParkingActivity = ParkingActivityLevel.NotApplicable;
}
break;
//Multimodal Segment Data Elements
case "OutsideLnWidth":
string LaneWidth = xtr.ReadElementContentAsString();
if (LaneWidth == "Narrow")
{
segs[Index - 1].OutsideLaneWidth = OutLaneWidth.Narrow;
}
else if (LaneWidth == "Typical")
{
segs[Index - 1].OutsideLaneWidth = OutLaneWidth.Typical;
}
else if (LaneWidth == "Wide")
{
segs[Index - 1].OutsideLaneWidth = OutLaneWidth.Wide;
}
else //custom
{
segs[Index - 1].OutsideLaneWidth = OutLaneWidth.Custom;
//Seg[Index - 1].NumOutsideLaneWidth = Convert.ToInt32(LaneWidth);
}
break;
case "PavementCondition":
string PaveCond = xtr.ReadElementContentAsString();
//if (PaveCond == "Desirable")
// Seg[Index - 1].PaveCond = PavementCondition.Desirable;
//else if (PaveCond == "Typical")
// Seg[Index - 1].PaveCond = PavementCondition.Typical;
//else if (PaveCond == "Undesirable")
// Seg[Index - 1].PaveCond = PavementCondition.Undesirable;
break;
case "BikeLnYN":
string BikeLaneYN = xtr.ReadElementContentAsString();
//if (BikeLaneYN == "No")
// SegMM[Index - 1].BikeLaneExists = false;
//else
// SegMM[Index - 1].BikeLaneExists = true;
break;
case "SidewalkYN":
string SidewalkYN = xtr.ReadElementContentAsString();
//if (SidewalkYN == "No")
// SegMM[Index - 1].SidewalkExists = false;
//else
// SegMM[Index - 1].SidewalkExists = true;
break;
}
}
}
}
/*
* if (Index == TotInts + 1)
* {
* xtr.Close();
* Art.TotalInts = Index;
* Art.TotalSegs = Index - 1;
* return;
* }
*/
Art.TotalInts = Index;
Art.TotalSegs = Index - 1;
xtr.Close();
}
/// <summary>
/// Creates the Service Volumes for an arterial based on input parameters.
/// </summary>
/// <param name="Project"></param>
/// <param name="SerVol"></param>
/// <param name="inputsOneLane"></param>
/// <param name="inputsMultiLane"></param>
/*public static void ServiceVolsAuto(ProjectData Project, ServiceVolumes SerVol, ServiceVolumeArterialInputs
* inputsOneLane, ServiceVolumeArterialInputs inputsMultiLane)
* {
*
* float NumberOfLoops = 5 * 5; //This accounts for LOS and Lanes, does not account for volume increments; Type is float just to avoid extra cast in calculations below
* int LoopCounter = 0;
* frmMain.bgwRunServiceVolsCalcs.ReportProgress(0);
*
* ArterialData Arterial = new ArterialData();
* for (int lanes = 0; lanes < 5; lanes++) // 2,4,6,8,*
* {
* int vol = 40; // Starting volume (volume entering upstream of first intersection)
* bool threshExceeded = false;
*
* // Variable access points
*
* ServiceVolumeArterialInputs inputsForArterialCreation = inputsOneLane;
* if (lanes > 0)
* inputsForArterialCreation = inputsMultiLane;
*
* if (lanes != 4)
* Arterial = CreateArterial_FDOTSerVols.NewArterial(inputsForArterialCreation, vol, lanes + 1);
* else
* Arterial = CreateArterial_FDOTSerVols.NewArterial(inputsForArterialCreation, vol);
*
* for (int LOSlevel = 0; LOSlevel < 5; LOSlevel++) // LOS A-E
* {
* LoopCounter++;
*
* int[] ServiceVolsArray;
* do
* {
* CreateArterial_FDOTSerVols.ChangeArterialVolume(ref Arterial, vol);
* Arterial.TestSerVol = vol;
* CalcsArterial.CalcResults(Project, ref Arterial);
*
* if (!Arterial.OverCapacity)
* {
* // Check whether LOS speed threshold has been exceeded
* if (Arterial.Results.AverageSpeed < Arterial.Thresholds.Speed[LOSlevel]) // Avg. speed below LOS threshold speed
* {
* vol -= 10;
* threshExceeded = true;
* if (vol <= 0)
* {
* vol = 10;
* SerVol.PkDirVol[lanes, LOSlevel] = -1;
* SerVol.BothDirVol[lanes, LOSlevel] = -1;
* SerVol.AADT[lanes, LOSlevel] = -1;
* SerVol.Found[lanes, LOSlevel] = true;
* }
* }
* else
* {
* if (threshExceeded == false) // Threshold not exceeded, increment volume
* {
* if ((Arterial.Results.AverageSpeed - Arterial.Thresholds.Speed[LOSlevel]) > 5)
* vol += (30 * (lanes + 1) * (LOSlevel + 1));
* else
* vol += 10;
* }
* else // Threshold exceeded, record volume for LOS level
* {
* if (LOSlevel > 0)
* ServiceVolsArray = SetServiceVolumes(vol, Project.Period, Arterial.Dfactor, Arterial.Kfactor, LOSlevel, SerVol.PkDirVol[lanes, LOSlevel - 1]);
* else
* ServiceVolsArray = SetServiceVolumes(vol, Project.Period, Arterial.Dfactor, Arterial.Kfactor, LOSlevel, -1);
* SerVol.PkDirVol[lanes, LOSlevel] = ServiceVolsArray[0];
* SerVol.BothDirVol[lanes, LOSlevel] = ServiceVolsArray[1];
* SerVol.AADT[lanes, LOSlevel] = ServiceVolsArray[2];
* SerVol.Found[lanes, LOSlevel] = true;
* vol += 10; // Increment volume for start of next LOS level
* threshExceeded = false;
* }
* }
* }
* else // Check to see if there is a constraining intersection due to (v/c * PHF) > 1
* {
* vol -= 10; // Return to the previous non-capacity-constrained volume
* for (int capCheckLOSlevel = LOSlevel + 1; capCheckLOSlevel < 5; capCheckLOSlevel++) // LOS A-E
* {
* SerVol.PkDirVol[lanes, capCheckLOSlevel] = -2;
* SerVol.BothDirVol[lanes, capCheckLOSlevel] = -2;
* SerVol.AADT[lanes, capCheckLOSlevel] = -2;
* SerVol.Found[lanes, capCheckLOSlevel] = true;
* }
* if (LOSlevel > 0)
* ServiceVolsArray = SetServiceVolumes(vol, Project.Period, Arterial.Dfactor, Arterial.Kfactor, LOSlevel, SerVol.PkDirVol[lanes, LOSlevel - 1]);
* else
* ServiceVolsArray = SetServiceVolumes(vol, Project.Period, Arterial.Dfactor, Arterial.Kfactor, LOSlevel, -1);
* SerVol.PkDirVol[lanes, LOSlevel] = ServiceVolsArray[0];
* SerVol.BothDirVol[lanes, LOSlevel] = ServiceVolsArray[1];
* SerVol.AADT[lanes, LOSlevel] = ServiceVolsArray[2];
* SerVol.Found[lanes, LOSlevel] = true;
* }
* }
* while (SerVol.Found[lanes, LOSlevel] == false); //loop until service vol reached for given LOS
* if (Arterial.OverCapacity)
* {
* LoopCounter = 5 * (lanes + 1);
* frmMain.bgwRunServiceVolsCalcs.ReportProgress((int)(Math.Round(LoopCounter / NumberOfLoops * 100, 0, MidpointRounding.AwayFromZero)));
* break;
* }
* frmMain.bgwRunServiceVolsCalcs.ReportProgress((int)(Math.Round(LoopCounter / NumberOfLoops * 100, 0, MidpointRounding.AwayFromZero)));
* } // BP here to view service volumes by LOS
* } // BP here to view service volumes by number of lanes
* } // BP here to view all service volumes*/
public static void ServiceVolsAutoNew(ProjectData Project, ServiceVolumes SerVol, ServiceVolumeTableFDOT inputsOneLane, ServiceVolumeTableFDOT inputsMultiLane)
{
float NumberOfLoops = 5 * 5; //This accounts for LOS and Lanes, does not account for volume increments; Type is float just to avoid extra cast in calculations below
int LoopCounter = 0;
frmMain.bgwRunServiceVolsCalcs.ReportProgress(0);
ArterialData Arterial = new ArterialData();
for (int lanes = 0; lanes < 5; lanes++) // 2,4,6,8,*
{
int vol = 40; // Starting volume (volume entering upstream of first intersection)
bool threshExceeded = false;
// Variable access points
ServiceVolumeTableFDOT inputsForArterialCreation = inputsOneLane;
if (lanes > 0)
{
inputsForArterialCreation = inputsMultiLane;
}
if (lanes != 4)
{
Arterial = CreateArterial_FDOTSerVols.NewArterial(inputsForArterialCreation, Project.AnalMode, vol, lanes + 1);
}
else
{
Arterial = CreateArterial_FDOTSerVols.NewArterial(inputsForArterialCreation, Project.AnalMode, vol);
}
for (int LOSlevel = 0; LOSlevel < 5; LOSlevel++) // LOS A-E
{
LoopCounter++;
int[] ServiceVolsArray;
do
{
CreateArterial_FDOTSerVols.ChangeArterialVolume(ref Arterial, vol);
Arterial.TestSerVol = vol;
CalcsArterial.CalcResults(Project, ref Arterial);
if (!Arterial.OverCapacity)
{
// Check whether LOS speed threshold has been exceeded
if (Arterial.Results.AverageSpeed < Arterial.Thresholds.Speed[LOSlevel]) // Avg. speed below LOS threshold speed
{
vol -= 10;
threshExceeded = true;
if (vol <= 0)
{
vol = 10;
SerVol.PkDirVol[lanes, LOSlevel] = -1;
SerVol.BothDirVol[lanes, LOSlevel] = -1;
SerVol.AADT[lanes, LOSlevel] = -1;
SerVol.Found[lanes, LOSlevel] = true;
}
}
else
{
if (threshExceeded == false) // Threshold not exceeded, increment volume
{
if ((Arterial.Results.AverageSpeed - Arterial.Thresholds.Speed[LOSlevel]) > 5)
{
vol += (30 * (lanes + 1) * (LOSlevel + 1));
}
else
{
vol += 10;
}
}
else // Threshold exceeded, record volume for LOS level
{
//vol += 10;
if (LOSlevel > 0)
{
ServiceVolsArray = SetServiceVolumes(vol, Project.Period, Arterial.Dfactor, Arterial.Kfactor, LOSlevel, SerVol.PkDirVol[lanes, LOSlevel - 1]);
}
else
{
ServiceVolsArray = SetServiceVolumes(vol, Project.Period, Arterial.Dfactor, Arterial.Kfactor, LOSlevel, -1);
}
SerVol.PkDirVol[lanes, LOSlevel] = ServiceVolsArray[0];
SerVol.BothDirVol[lanes, LOSlevel] = ServiceVolsArray[1];
SerVol.AADT[lanes, LOSlevel] = ServiceVolsArray[2];
SerVol.Found[lanes, LOSlevel] = true;
vol += 10; // Increment volume for start of next LOS level
threshExceeded = false;
}
}
}
else // Check to see if there is a constraining intersection due to (v/c * PHF) > 1
{
vol -= 10; // Return to the previous non-capacity-constrained volume
for (int capCheckLOSlevel = LOSlevel + 1; capCheckLOSlevel < 5; capCheckLOSlevel++) // LOS A-E
{
SerVol.PkDirVol[lanes, capCheckLOSlevel] = -2;
SerVol.BothDirVol[lanes, capCheckLOSlevel] = -2;
SerVol.AADT[lanes, capCheckLOSlevel] = -2;
SerVol.Found[lanes, capCheckLOSlevel] = true;
}
if (LOSlevel > 0)
{
ServiceVolsArray = SetServiceVolumes(vol, Project.Period, Arterial.Dfactor, Arterial.Kfactor, LOSlevel, SerVol.PkDirVol[lanes, LOSlevel - 1]);
}
else
{
ServiceVolsArray = SetServiceVolumes(vol, Project.Period, Arterial.Dfactor, Arterial.Kfactor, LOSlevel, -1);
}
SerVol.PkDirVol[lanes, LOSlevel] = ServiceVolsArray[0];
SerVol.BothDirVol[lanes, LOSlevel] = ServiceVolsArray[1];
SerVol.AADT[lanes, LOSlevel] = ServiceVolsArray[2];
SerVol.Found[lanes, LOSlevel] = true;
}
}while (SerVol.Found[lanes, LOSlevel] == false); //loop until service vol reached for given LOS
threshExceeded = false;
if (Arterial.OverCapacity)
{
LoopCounter = 5 * (lanes + 1);
frmMain.bgwRunServiceVolsCalcs.ReportProgress((int)(Math.Round(LoopCounter / NumberOfLoops * 100, 0, MidpointRounding.AwayFromZero)));
break;
}
frmMain.bgwRunServiceVolsCalcs.ReportProgress((int)(Math.Round(LoopCounter / NumberOfLoops * 100, 0, MidpointRounding.AwayFromZero)));
} // BP here to view service volumes by LOS
} // BP here to view service volumes by number of lanes
} // BP here to view all service volumes
//public static bool LTMessage = false;
/// <summary>
/// Handles the assignment of arterial properties that require calculations and cannot be straightly assigned.
/// </summary>
/// <param name="Project"></param>
/// <param name="Arterial"></param>
public static void CalcResults(ProjectData Project, ref ArterialData Arterial /*, ref List<SegmentDataMM> SegMM*/)
{
float TotalLaneFeet = 0;
float PrevVC = 0;
float AnalysisLaneGroupControlDelay = 0;
Arterial.Results = new ResultsArterialData();
Arterial.OverCapacity = false;
//CalcsBicycle.NumSidePathSegs = 0;
OriginDestinationData ODdata = CalcsOriginDestination.DefineODmatrix(Arterial);
foreach (SegmentDirection segDirection in Enum.GetValues(typeof(SegmentDirection)))
{
NemaMovementNumbers[] inputMovementsArray = { NemaMovementNumbers.SBLeft, NemaMovementNumbers.EBThru, NemaMovementNumbers.NBThru };
NemaMovementNumbers[] outputMovementsArray = { NemaMovementNumbers.EBLeft, NemaMovementNumbers.EBThru, NemaMovementNumbers.EBThru };
if (segDirection == SegmentDirection.WBSB)
{
ReverseArterial(ref Arterial);
inputMovementsArray = new NemaMovementNumbers[] { NemaMovementNumbers.NBLeft, NemaMovementNumbers.WBThru, NemaMovementNumbers.SBThru }; // 3rd = SBR
outputMovementsArray = new NemaMovementNumbers[] { NemaMovementNumbers.WBLeft, NemaMovementNumbers.WBThru, NemaMovementNumbers.WBThru }; // 3rd = WBR
}
foreach (SegmentData segment in Arterial.Segments)
{
segment.Results = new ResultsSegmentData();
segment.Link.Results = new ResultsLinkData(segment.Intersection.Signal.CycleLengthSec);
segment.Intersection.Results = new ResultsIntersectionData();
segment.Intersection.DemandVolumeVehPerHr = 0;
segment.Intersection.Results.ControlDelay = 0;
segment.Link.OutsideLaneWidth = OutLaneWidth.Typical;
//segment.Link.Results.SpeedRatio = segment.Link.Results.AverageSpeed / segment.Link.Results.BaseFreeFlowSpeed;
if (Arterial.Segments.IndexOf(segment) > 0)
{
if (Project.AnalMode == AnalysisMode.Operations)
{
segment.Link.Results.BaseFreeFlowSpeed = SegmentCalcs.BaseFreeFlowSpeed(Project.AnalMode, Arterial.Area, segment.Link.PostSpeedMPH, segment.Link.NumLanes, segment.Link.LengthFt, segment.Link.MedType, segment.Link.PropRestrictMedian, segment.Link.PropCurbRightSide, segment.Link.PctOnStreetParking, segment.Link.AccessPoints.Count, segment.Link.AccessPoints.Count);
segment.Link.Results.FreeFlowSpeedMPH = SegmentCalcs.FreeFlowSpeed(segment.Link.Results.BaseFreeFlowSpeed, segment.LengthFt);
}
else
{
segment.Link.Results.BaseFreeFlowSpeed = segment.Link.PostSpeedMPH;
segment.Link.Results.FreeFlowSpeedMPH = segment.Link.Results.BaseFreeFlowSpeed + 5;
}
segment.Link.AdjDDHV = 0;
for (int Movement = 0; Movement < 3; Movement++)
{
segment.Link.AdjDDHV += ODdata.SegOriginVol[Arterial.Segments.IndexOf(segment) - 1, (int)segDirection, 0, Movement]; // CNB: May not necessarily be AdjDDHV. Could be Midsegment Volume.
}
segment.Link.Results.RunningTimeCalcParms = SegmentCalcs.GetRunningTimeParms(Project.AnalMode, Arterial.Area, segment.Link.Results.FreeFlowSpeedMPH, segment.Link.AdjDDHV, segment.Link.NumLanes, segment.LengthFt, segment.Link.OnStreetParkingExists, segment.Link.ParkingActivity, segment.Link.AccessPoints.Count, segment.Link.AccessPoints.Count);
//segment.Link.Results.RunningTimeCalcParms = SegmentCalcs.GetRunningTimeParms(Project.AnalMode, Arterial.Area, segment.Link.Results.FreeFlowSpeedMPH, Arterial.TestSerVol, segment.Link.NumLanes, segment.Link.LengthFt, segment.Link.OnStreetParkingExists, segment.Link.ParkingActivity, segment.Link.AccessPoints.Count, segment.Link.AccessPoints.Count);
SegmentData upstreamSegment = Arterial.Segments[Arterial.Segments.IndexOf(segment) - 1];
if (Project.AnalMode == AnalysisMode.Operations)
{
segment.Link.Results.DischargeFlowProfile = CalcsFlowProfiles.ComputeDischargeFlowProfile(upstreamSegment, inputMovementsArray);
for (int accessPtIndex = 0; accessPtIndex < upstreamSegment.Link.AccessPoints.Count; accessPtIndex++)
{
for (int TimeIndex = 0; TimeIndex < upstreamSegment.Intersection.Signal.CycleLengthSec; TimeIndex++)
{
segment.Link.Results.DischargeFlowProfile[3, TimeIndex] = ODdata.SegOriginVol[Arterial.Segments.IndexOf(upstreamSegment), (int)segDirection, accessPtIndex + 1, 3] / 3600;
}
segment.Link.Results.RunTimeSec = SegmentCalcs.RunningTime(segment.Link.Results.RunningTimeCalcParms, segment.Link.Results.FreeFlowSpeedMPH, segment.LengthFt * upstreamSegment.Link.AccessPoints[accessPtIndex].Location, Project.AnalMode);
segment.Link.Results.ProjectedFlowProfile = CalcsFlowProfiles.ComputeProjectedProfile(segment, segment.Link.Results.RunTimeSec);
}
for (int TimeIndex = 0; TimeIndex < upstreamSegment.Intersection.Signal.CycleLengthSec; TimeIndex++)
{
segment.Link.Results.DischargeFlowProfile[3, TimeIndex] = ODdata.SegOriginVol[Arterial.Segments.IndexOf(upstreamSegment), (int)segDirection, 0, 3] / 3600;
}
}
//Eq. 18-7
segment.Link.Results.RunTimeSec = SegmentCalcs.RunningTime(segment.Link.Results.RunningTimeCalcParms, segment.Link.Results.FreeFlowSpeedMPH, segment.LengthFt, Project.AnalMode);
segment.Link.Results.RunSpeedMPH = (segment.LengthFt / segment.Link.Results.RunTimeSec) * (3600 / (float)5280); //segment.Intersection.Width
segment.Link.Results.BaseFreeFlowTravelTime = SegmentCalcs.BaseFFTravTime(segment.LengthFt, segment.Link.Results.BaseFreeFlowSpeed); //segment.Intersection.Width
segment.Link.Results.FreeFlowTravelTime = SegmentCalcs.FFTravTime(segment.LengthFt, segment.Link.Results.FreeFlowSpeedMPH);
segment.Link.Results.ProjectedFlowProfile = CalcsFlowProfiles.ComputeProjectedProfile(segment, segment.Link.Results.RunTimeSec);
}
/* Necessary Inputs to run Signalized Intersection Module:
* ComputeQAPolygon*
* All Phases
* Cycle Length
*
* VolumeComputations*
* All Phases
*
* MaximumAllowableHeadway*
* All Phases
* Posted Speed
*
* ComputeEquivalentMaxGreen*
* All Phases
* Reference Phase ID
* Cycle Length
* Offset
* Cycle Force Mode
*
* ComputeAveragePhaseDuration*
* All Phases
* Detector Length (specifically, the one for a movement, so possibly lane group detector length)
* Cycle Length
*/
foreach (ApproachData approach in segment.Intersection.Approaches)
{
foreach (LaneGroupData laneGroup in approach.LaneGroups)
{
if (laneGroup.Type == LaneMovementsAllowed.LeftOnly || laneGroup.Type == LaneMovementsAllowed.ThruAndLeftTurnBay)
{
approach.LeftTurnBayExists = true;
}
else if (laneGroup.Type == LaneMovementsAllowed.RightOnly || laneGroup.Type == LaneMovementsAllowed.ThruAndRightTurnBay)
{
approach.RightTurnBayExists = true;
}
}
approach.Results = new ResultsIntersectionApproachData(segment.Intersection.Signal.CycleLengthSec);
approach.Results.ControlDelay = 0;
approach.DemandVolume = 0;
if (Arterial.Segments.IndexOf(segment) > 0)
{
approach.Results.ArrivalFlowProfile = CalcsFlowProfiles.ComputeArrivalFlowProfile(segment, Arterial.Segments.IndexOf(segment) - 1, approach, 0, segDirection, ODdata);
}
foreach (LaneGroupData laneGroup in approach.LaneGroups)
{
laneGroup.AnalysisResults = new ResultsIntersectionLaneGroupData();
if (segDirection == SegmentDirection.EBNB || Project.AnalMode == AnalysisMode.Planning)
{
if (laneGroup.DischargeVolume > 0)
{
laneGroup.PortionOnGreen = Math.Min(Math.Min(laneGroup.PlatoonRatio, 2) * laneGroup.SignalPhase.GreenEffectiveSec / segment.Intersection.Signal.CycleLengthSec, 1); // includes green
}
else
{
laneGroup.PortionOnGreen = 0;
}
}
if (Project.AnalMode == AnalysisMode.Operations && (laneGroup.NemaMvmtID == outputMovementsArray[0] || laneGroup.NemaMvmtID == outputMovementsArray[1] || laneGroup.NemaMvmtID == outputMovementsArray[2]))
{
if (Arterial.Segments.IndexOf(segment) > 0)
{
if (laneGroup.Type == LaneMovementsAllowed.LeftOnly)
{
laneGroup.PortionOnGreen = CalcsFlowProfiles.ComputePortionOnGreen(segment, approach, laneGroup, 0, segDirection);
}
else if (laneGroup.Type == LaneMovementsAllowed.RightOnly)
{
laneGroup.PortionOnGreen = CalcsFlowProfiles.ComputePortionOnGreen(segment, approach, laneGroup, 2, segDirection);
}
else if (laneGroup.Type == LaneMovementsAllowed.ThruRightShared)
{
laneGroup.PortionOnGreen = CalcsFlowProfiles.ComputePortionOnGreen(segment, approach, laneGroup, 1, segDirection);
laneGroup.PortionOnGreenOfSharedLane = CalcsFlowProfiles.ComputePortionOnGreen(segment, approach, laneGroup, 2, segDirection);
}
else if (laneGroup.Type == LaneMovementsAllowed.ThruLeftShared)
{
laneGroup.PortionOnGreen = CalcsFlowProfiles.ComputePortionOnGreen(segment, approach, laneGroup, 1, segDirection);
laneGroup.PortionOnGreenOfSharedLane = CalcsFlowProfiles.ComputePortionOnGreen(segment, approach, laneGroup, 0, segDirection);
}
else
{
laneGroup.PortionOnGreen = CalcsFlowProfiles.ComputePortionOnGreen(segment, approach, laneGroup, 1, segDirection);
}
}
}
//TimerData TimerForLaneGroup = MovementData.GetTimerForMovement(segment, laneGroup.NemaMvmtID);
//laneGroup.Results.AdjThruVol = SignalCalcs.ThruVolume(Art.PHF, Segs[i].DDHV, Intersections[i + 1].PTXL);
if (Project.AnalMode == AnalysisMode.Operations)
{
laneGroup.AnalysisResults.SatFlowRate = SatFlowRateCalculations.HCM2016(Arterial.Area, laneGroup.NumLanes, 12, laneGroup.PctHeavyVehicles, laneGroup.Type, laneGroup.PctLeftTurns, laneGroup.PctRightTurns, approach.PctGrade, laneGroup.BaseSatFlow);
}
else if (Project.AnalMode == AnalysisMode.Planning)
{
laneGroup.AnalysisResults.SatFlowRate = SatFlowRateCalculations.Planning(Project.Mode, Arterial.Area, segment.Link.OutsideLaneWidth, 12, laneGroup.DemandVolumeVehPerHr, laneGroup.PctHeavyVehicles, laneGroup.NumLanes, segment.Link.MedType, segment.Link.PostSpeedMPH, approach.LeftTurnBayExists, approach.RightTurnBayExists, approach.PctLeftTurns, approach.PctRightTurns, segment.Intersection.Signal.CycleLengthSec, segment.Link.PctGrade, laneGroup.BaseSatFlow);
}
laneGroup.SignalPhase.gC = laneGroup.SignalPhase.GreenEffectiveSec / segment.Intersection.Signal.CycleLengthSec; //Equation 19-16
laneGroup.AnalysisResults.CapacityPerLane = SignalCalcs.Capacity(laneGroup.AnalysisResults.SatFlowRate.AdjustedValueVehHrLane, laneGroup.SignalPhase.gC, laneGroup.NumLanes);
laneGroup.AnalysisResults.vcRatio = SignalCalcs.vcRatio(laneGroup.AnalysisFlowRate, laneGroup.AnalysisResults.CapacityPerLane);
if (Arterial.Segments.IndexOf(segment) > 0 && (laneGroup.NemaMvmtID == NemaMovementNumbers.EBThru || laneGroup.NemaMvmtID == NemaMovementNumbers.WBThru))
{
laneGroup.AnalysisResults.OverCap = SignalCalcs.OverCapacityCheck(laneGroup.AnalysisResults.vcRatio, laneGroup.PeakHourFactor);
}
if (laneGroup.AnalysisResults.OverCap)
{
Arterial.OverCapacity = true;
}
if (Arterial.Segments.IndexOf(segment) == 0)
{
PrevVC = laneGroup.AnalysisResults.vcRatio;
}
else
{
PrevVC = Arterial.Segments[Arterial.Segments.IndexOf(segment) - 1].Intersection.Approaches[segment.Intersection.Approaches.IndexOf(approach)].LaneGroups[approach.LaneGroups.IndexOf(laneGroup)].AnalysisResults.vcRatio;
}
if (laneGroup.NemaMvmtID == NemaMovementNumbers.EBThru && Arterial.TestSerVol == 730)
{
}
laneGroup.AnalysisResults.SignalControlParms = SignalCalcs.SigDelay(segment.Intersection.Signal.ControlType, segment.Intersection.Signal.CycleLengthSec, laneGroup.SignalPhase.gC, laneGroup.ArvType, laneGroup.AnalysisFlowRate, laneGroup.AnalysisResults.SatFlowRate.AdjustedValueVehHrLane, laneGroup.NumLanes, laneGroup.AnalysisResults.CapacityPerLane, laneGroup.AnalysisResults.vcRatio, PrevVC, laneGroup.PortionOnGreen, laneGroup.NemaMvmtID);
laneGroup.AnalysisResults.LOS = SignalCalcs.LOSintersection(laneGroup.AnalysisResults.SignalControlParms.AvgOverallDelay, segment.Thresholds.Delay); //determine intersection LOS, as a function of signal delay
if (approach.Dir == Arterial.AnalysisTravelDir && (laneGroup.Type == LaneMovementsAllowed.ThruOnly || laneGroup.Type == LaneMovementsAllowed.ThruRightShared))
{
AnalysisLaneGroupControlDelay = laneGroup.AnalysisResults.SignalControlParms.AvgOverallDelay;
}
approach.Results.ControlDelay += (laneGroup.AnalysisFlowRate * laneGroup.AnalysisResults.SignalControlParms.AvgOverallDelay) / approach.DemandVolume;
approach.DemandVolume += laneGroup.AnalysisFlowRate;
//PrevVC = laneGroup.AnalysisResults.vcRatio;
}
segment.Intersection.DemandVolumeVehPerHr += approach.DemandVolume;
segment.Intersection.Results.ControlDelay += ((approach.Results.ControlDelay * approach.DemandVolume) / segment.Intersection.DemandVolumeVehPerHr);
}
//if (segment.Intersection.Signal.ControlType != SigControlType.Pretimed)
//{
//segment.Intersection.Signal.Phases = SignalCalcs.ComputeQAPolygon(segment.Intersection.Signal.Phases, segment.Intersection.Signal.CycleLengthSec);
//segment.Intersection.Signal.Phases = SignalCalcs.VolumeComputations(segment.Intersection.Signal.Phases);
//segment.Intersection.Signal.Phases = SignalCalcs.MaximumAllowableHeadway(segment.Intersection.Signal.Phases, segment.Link.PostSpeedMPH);
//segment.Intersection.Signal.Phases = SignalCalcs.ComputeEquivalentMaxGreen(segment.Intersection);
//segment.Intersection.Signal.Phases = SignalCalcs.ComputeAveragePhaseDuration(segment.Intersection.Signal.Phases, segment.Intersection.Signal.CycleLengthSec);
//}
foreach (AccessPointData accessPoint in segment.Link.AccessPoints)
{
if (segment.Id > 0) //SSW: added 4/1/21, review
{
accessPoint.ArrivalFlowRate = CalcsFlowProfiles.ComputeConflictFlowRate(segment, accessPoint, segment.Intersection.Approaches[(int)Arterial.AnalysisTravelDir], outputMovementsArray, segDirection);
accessPoint.BlockTime = CalcsFlowProfiles.ComputeBlockTime(segment, accessPoint);
accessPoint.PortionTimeBlocked = CalcsFlowProfiles.ComputePortionTimeBlocked(segment, accessPoint);
}
}
segment.Results.TravelTime = segment.Link.Results.RunTimeSec + AnalysisLaneGroupControlDelay;
segment.Results.AverageSpeed = SegmentCalcs.SegAvgSpeed(segment.LengthFt, segment.Results.TravelTime);
if (segment.Results.AverageSpeed < Arterial.Results.CritSpeed)
{
Arterial.Results.CritSpeed = segment.Results.AverageSpeed; //save lowest segment speed to use for arterial speed if an intersection v/c is greater than 1/PHF
}
segment.Thresholds = new ThresholdData(Arterial.Area, segment.Link.PostSpeedMPH);
segment.Link.Results.LOS = SegmentCalcs.LOSsegmentAuto(segment.Results.AverageSpeed, segment.Thresholds.Speed);
//Art.Results.BaseFreeFlowTravelTime += segment.Link.Results.BaseFreeFlowTravelTime;
//Art.Results.FreeFlowTravelTime += segment.Link.Results.FreeFlowTravelTime;
if (Arterial.Segments.IndexOf(segment) > 0 && segDirection == SegmentDirection.EBNB)
{
Arterial.Results.TravelTime += segment.Results.TravelTime;
//Art.Results.TotalgC += Intersections[i + 1].gCthru;
TotalLaneFeet += segment.Link.NumLanes * segment.LengthFt; // + Intersections[IntIndex].Width);
}
}
if (segDirection == SegmentDirection.WBSB)
{
ReverseArterial(ref Arterial);
}
if (segDirection == SegmentDirection.EBNB)
{
//Art.AvgSegLength = Art.LengthMiles * 5280 / Art.TotalSegs;
//Art.WtdgC = WeightedgC(Art.TotalSegs, ArtTotgC, CritgC); //Calculate weighted g/C for arterial
//Art.FFSdelay = FFSDelay(ArtTravTime, ArtFFTravTime); //Calculate Free-Flow speed delay
//Art.ThreshDelay = ThresholdDelay(Art.Area, ArtTravTime, ArtLengthMiles); //Calculate Threshold delay
Arterial.Results.AverageSpeed = 3600 * Arterial.LengthMiles / Arterial.Results.TravelTime;
//Art.Results.BaseFreeFlowSpeed = 3600 * Art.LengthMiles / Art.Results.BaseFreeFlowTravelTime;
//Art.Results.SpeedRatio = Art.Results.AverageSpeed / Art.Results.BaseFreeFlowSpeed;
Arterial.Results.LOS = SegmentCalcs.LOSsegmentAuto(Arterial.Results.AverageSpeed, Arterial.Thresholds.Speed);
//Art.Results.AvgLanes = TotalLaneFeet / (Art.Results.LengthMiles * 5280); //length weighted average number of lanes for the arterial; used in the bike & ped service vol calcs
if (Arterial.OverCapacity == true)
{
Arterial.Results.AverageSpeed = Arterial.Results.CritSpeed;
Arterial.Results.LOS = "F";
}
}
}
}
public static void ChangeArterialVolume(ref ArterialData Arterial, float analysisDirectionDemandVol = 800)
{
float minorStreetVolumeRatio = 0.75f;
float midSegVolumeRatio = 0.5f;
float midSegAnalysisDirVolumeRatio = 0.1276f;
float leftTurningPctInt = 0.1f; // 0.125f
float rightTurningPctInt = 0.1f; // 0.125f
float leftTurningPctAP = 1f / 20f; // 0.125f
float rightTurningPctAP = 1f / 20f; // 0.125f
float[] demandVolumesLeft = { analysisDirectionDemandVol *leftTurningPctInt, analysisDirectionDemandVol *leftTurningPctInt, minorStreetVolumeRatio *analysisDirectionDemandVol *leftTurningPctInt, minorStreetVolumeRatio *analysisDirectionDemandVol *leftTurningPctInt };
float[] demandVolumesThru = { analysisDirectionDemandVol *(1 - (leftTurningPctInt + rightTurningPctInt)), analysisDirectionDemandVol *(1 - (leftTurningPctInt + rightTurningPctInt)), minorStreetVolumeRatio *analysisDirectionDemandVol *(1 - (leftTurningPctInt + rightTurningPctInt)), minorStreetVolumeRatio *analysisDirectionDemandVol *(1 - (leftTurningPctInt + rightTurningPctInt)) };
float[] demandVolumesRight = { analysisDirectionDemandVol *rightTurningPctInt, analysisDirectionDemandVol *rightTurningPctInt, minorStreetVolumeRatio *analysisDirectionDemandVol *rightTurningPctInt, minorStreetVolumeRatio *analysisDirectionDemandVol *rightTurningPctInt };
float EBApproachAccessPoint = demandVolumesThru[0] + demandVolumesRight[2] + demandVolumesLeft[3];
float WBApproachAccessPoint = demandVolumesThru[1] + demandVolumesRight[3] + demandVolumesLeft[2]; // The + 20 needs to be investigated
float[] demandVolumesAP1EB = { leftTurningPctAP *EBApproachAccessPoint, (1 - (leftTurningPctAP + rightTurningPctAP)) * EBApproachAccessPoint, rightTurningPctAP *EBApproachAccessPoint }; // EBT + NBR + SBL EWNS
float[] demandVolumesAP1WB = { leftTurningPctAP *WBApproachAccessPoint, (1 - (leftTurningPctAP + rightTurningPctAP)) * WBApproachAccessPoint, rightTurningPctAP *WBApproachAccessPoint }; // WBT + NBL + SBR
float[] demandVolumesAP1NB = { midSegVolumeRatio *midSegAnalysisDirVolumeRatio *WBApproachAccessPoint, 0, (1 - midSegVolumeRatio) * midSegAnalysisDirVolumeRatio * EBApproachAccessPoint };
float[] demandVolumesAP1SB = { (1 - midSegVolumeRatio) * midSegAnalysisDirVolumeRatio * EBApproachAccessPoint, 0, midSegVolumeRatio *midSegAnalysisDirVolumeRatio *WBApproachAccessPoint };
EBApproachAccessPoint = demandVolumesAP1EB[1] + demandVolumesAP1NB[2] + demandVolumesAP1SB[0]; // The + 20 needs to be investigated
WBApproachAccessPoint = demandVolumesThru[1] + demandVolumesRight[3] + demandVolumesLeft[2];
float[] demandVolumesAP2EB = { leftTurningPctAP *EBApproachAccessPoint, (1 - (leftTurningPctAP + rightTurningPctAP)) * EBApproachAccessPoint, rightTurningPctAP *EBApproachAccessPoint }; // EBT + NBR + SBL EWNS
float[] demandVolumesAP2WB = { leftTurningPctAP *WBApproachAccessPoint, (1 - (leftTurningPctAP + rightTurningPctAP)) * WBApproachAccessPoint, rightTurningPctAP *WBApproachAccessPoint }; // WBT + NBL + SBR
float[] demandVolumesAP2NB = { midSegVolumeRatio *midSegAnalysisDirVolumeRatio *WBApproachAccessPoint, 0, (1 - midSegVolumeRatio) * midSegAnalysisDirVolumeRatio * EBApproachAccessPoint };
float[] demandVolumesAP2SB = { (1 - midSegVolumeRatio) * midSegAnalysisDirVolumeRatio * EBApproachAccessPoint, 0, midSegVolumeRatio *midSegAnalysisDirVolumeRatio *WBApproachAccessPoint };
float[] demandVolumesAP1 = { demandVolumesAP1EB[0], demandVolumesAP1EB[1], demandVolumesAP1EB[2],
demandVolumesAP1WB[0], demandVolumesAP1WB[1], demandVolumesAP1WB[2],
demandVolumesAP1NB[0], demandVolumesAP1NB[1], demandVolumesAP1NB[2],
demandVolumesAP1SB[0], demandVolumesAP1SB[1], demandVolumesAP1SB[2], };
float[] demandVolumesAP2 = { demandVolumesAP2EB[0], demandVolumesAP2EB[1], demandVolumesAP2EB[2],
demandVolumesAP2WB[0], demandVolumesAP2WB[1], demandVolumesAP2WB[2],
demandVolumesAP2NB[0], demandVolumesAP2NB[1], demandVolumesAP2NB[2],
demandVolumesAP2SB[0], demandVolumesAP2SB[1], demandVolumesAP2SB[2], };
foreach (SegmentData Segment in Arterial.Segments)
{
Segment.Link.AccessPoints[0].Volume = demandVolumesAP1;
Segment.Link.AccessPoints[1].Volume = demandVolumesAP2;
foreach (ApproachData Approach in Segment.Intersection.Approaches)
{
int travelDirectionIndex = (int)Approach.Dir;
float totalDemand = demandVolumesLeft[travelDirectionIndex] + demandVolumesThru[travelDirectionIndex] + demandVolumesRight[travelDirectionIndex];
Approach.DemandVolume = totalDemand;
Approach.PctLeftTurns = (demandVolumesLeft[travelDirectionIndex] / totalDemand) * 100;
Approach.PctRightTurns = (demandVolumesRight[travelDirectionIndex] / totalDemand) * 100;
foreach (LaneGroupData LaneGroup in Approach.LaneGroups)
{
if (LaneGroup.Type == LaneMovementsAllowed.LeftOnly)
{
LaneGroup.DischargeVolume = demandVolumesLeft[travelDirectionIndex];
LaneGroup.DemandVolumeVehPerHr = demandVolumesLeft[travelDirectionIndex];
}
if (LaneGroup.Type == LaneMovementsAllowed.ThruRightShared)
{
LaneGroup.DischargeVolume = demandVolumesThru[travelDirectionIndex] + demandVolumesRight[travelDirectionIndex];
LaneGroup.DemandVolumeVehPerHr = demandVolumesThru[travelDirectionIndex] + demandVolumesRight[travelDirectionIndex];
LaneGroup.PctRightTurns = demandVolumesRight[travelDirectionIndex] / (demandVolumesThru[travelDirectionIndex] + demandVolumesRight[travelDirectionIndex]) * 100;
}
LaneGroup.AnalysisFlowRate = LaneGroup.CalcAnalysisFlowRate(LaneGroup.DemandVolumeVehPerHr, LaneGroup.PeakHourFactor);
}
}
}
}
public static ArterialData NewArterial(AnalysisMode ProjectAnalMode, float analysisDirectionDemandVol = 800, int numLanes = 2)
{
// Timers
/*TimerData Timer1 = new TimerData(1, NemaMovementNumbers.WBLeft, 15.9f, 3, 35.27f, 51.16f, 3.13f, 30.73f, 12.646f, 0.311f, 0.995f, 0);
* TimerData Timer2 = new TimerData(5, NemaMovementNumbers.EBLeft, 16.1f, 3, 35.27f, 51.37f, 3.13f, 30.73f, 12.829f, 0.322f, 0.996f, 0);
* TimerData Timer3 = new TimerData(2, NemaMovementNumbers.EBThru, 52.84f, 4, 51.16f, 4f, 0, 0, 0, 0, 0, 0);
* TimerData Timer4 = new TimerData(6, NemaMovementNumbers.WBThru, 52.63f, 4, 51.37f, 4f, 0, 0, 0, 0, 0, 0);
* TimerData Timer5 = new TimerData(3, NemaMovementNumbers.NBLeft, 9.13f, 3, 4, 13.13f, 3.13f, 17, 6.442f, 0.099f, 0.938f, 0);
* TimerData Timer6 = new TimerData(7, NemaMovementNumbers.SBLeft, 9.13f, 3, 4, 13.13f, 3.13f, 17, 6.442f, 0.099f, 0.938f, 0);
* TimerData Timer7 = new TimerData(4, NemaMovementNumbers.SBThru, 22.13f, 4, 13.14f, 35.27f, 3.06f, 31.87f, 16.165f, 1.968f, 1, 0.016f);
* TimerData Timer8 = new TimerData(8, NemaMovementNumbers.NBThru, 22.13f, 4, 13.14f, 35.27f, 3.06f, 31.87f, 16.165f, 1.968f, 1, 0.016f);*/
List <SegmentData> Segments = new List <SegmentData>();
// Intersection 1 / First Ave. //// "Segment-less" Intersection
TimerData TimerWBL = new TimerData(11.50f, 4.00f, 39.75f, 51.25f, 3.13f, 35.25f, 7.886f, 0.120f, 0.936f, 0.000f);
TimerData TimerEBT = new TimerData(76.75f, 4.00f, 51.25f, 4.00f, 0.00f, 0.00f, 0.000f, 0.000f, 0.000f, 0.000f);
TimerData TimerNBL = new TimerData(9.59f, 4.00f, 4.00f, 13.59f, 3.13f, 8.00f, 6.389f, 0.009f, 0.873f, 1.000f);
TimerData TimerSBT = new TimerData(26.16f, 4.00f, 13.59f, 39.75f, 3.06f, 37.41f, 20.199f, 1.963f, 1.000f, 0.009f);
TimerData TimerEBL = new TimerData(11.45f, 4.00f, 39.75f, 51.20f, 3.13f, 35.25f, 7.832f, 0.120f, 0.936f, 0.000f);
TimerData TimerWBT = new TimerData(76.80f, 4.00f, 51.20f, 4.00f, 0.00f, 0.00f, 0.000f, 0.000f, 0.000f, 0.000f);
TimerData TimerSBL = new TimerData(9.59f, 4.00f, 4.00f, 13.59f, 3.13f, 8.00f, 6.389f, 0.009f, 0.873f, 1.000f);
TimerData TimerNBT = new TimerData(26.16f, 4.00f, 13.59f, 39.75f, 3.06f, 37.41f, 20.199f, 1.963f, 1.000f, 0.009f);
List <TimerData> Timers = new List <TimerData> {
TimerWBL, TimerEBL, TimerEBT, TimerWBT, TimerNBL, TimerSBL, TimerSBT, TimerNBT
};
IntersectionData newIntersection;
LinkData newLink;
int upstreamIntersectionWidth = 0;
newIntersection = CreateIntersection(Timers, numLanes, ProjectAnalMode, 60);
newLink = new LinkData(0, numLanes, 35, 0.94f, MedianType.None);
Segments.Add(new SegmentData(0, newLink, newIntersection, AreaType.LargeUrbanized, newLink.PostSpeedMPH + 5, upstreamIntersectionWidth));
upstreamIntersectionWidth = newIntersection.CrossStreetWidth;
Segments[0].Link.AccessPoints.Add(CreateAPIntersection(1f / 3f, Segments[0].Intersection.Signal.CycleLengthSec));
Segments[0].Link.AccessPoints.Add(CreateAPIntersection(2f / 3f, Segments[0].Intersection.Signal.CycleLengthSec));
// Intersection 2 / Second Ave.
TimerWBL = new TimerData(11.50f, 4.00f, 39.75f, 51.25f, 3.13f, 35.25f, 7.886f, 0.120f, 0.936f, 0.000f);
TimerEBT = new TimerData(76.75f, 4.00f, 51.25f, 4.00f, 0.00f, 0.00f, 0.000f, 0.000f, 0.000f, 0.000f);
TimerNBL = new TimerData(9.59f, 4.00f, 4.00f, 13.59f, 3.13f, 8.00f, 6.389f, 0.009f, 0.873f, 1.000f);
TimerSBT = new TimerData(26.16f, 4.00f, 13.59f, 39.75f, 3.06f, 37.41f, 20.199f, 1.963f, 1.000f, 0.009f);
TimerEBL = new TimerData(11.49f, 4.00f, 39.75f, 51.24f, 3.13f, 35.25f, 7.877f, 0.120f, 0.936f, 0.000f);
TimerWBT = new TimerData(76.76f, 4.00f, 51.24f, 4.00f, 0.00f, 0.00f, 0.000f, 0.000f, 0.000f, 0.000f);
TimerSBL = new TimerData(9.59f, 4.00f, 4.00f, 13.59f, 3.13f, 8.00f, 6.389f, 0.009f, 0.873f, 1.000f);
TimerNBT = new TimerData(26.16f, 4.00f, 13.59f, 39.75f, 3.06f, 37.41f, 20.199f, 1.963f, 1.000f, 0.009f);
Timers = new List <TimerData> {
TimerWBL, TimerEBL, TimerEBT, TimerWBT, TimerNBL, TimerSBL, TimerSBT, TimerNBT
};
newIntersection = CreateIntersection(Timers, numLanes, ProjectAnalMode, 60);
newLink = new LinkData(1320 - upstreamIntersectionWidth, numLanes, 35, 0.94f, MedianType.None);
Segments.Add(new SegmentData(1, newLink, newIntersection, AreaType.LargeUrbanized, newLink.PostSpeedMPH + 5, upstreamIntersectionWidth));
upstreamIntersectionWidth = newIntersection.CrossStreetWidth;
Segments[1].Link.AccessPoints.Add(CreateAPIntersection(1f / 3f, Segments[0].Intersection.Signal.CycleLengthSec));
Segments[1].Link.AccessPoints.Add(CreateAPIntersection(2f / 3f, Segments[0].Intersection.Signal.CycleLengthSec));
// Intersection 3 / Third Ave.
TimerWBL = new TimerData(11.50f, 4.00f, 39.75f, 51.25f, 3.13f, 35.25f, 7.885f, 0.120f, 0.936f, 0.000f);
TimerEBT = new TimerData(76.75f, 4.00f, 51.25f, 4.00f, 0.00f, 0.00f, 0.000f, 0.000f, 0.000f, 0.000f);
TimerNBL = new TimerData(9.59f, 4.00f, 4.00f, 13.59f, 3.13f, 8.00f, 6.389f, 0.009f, 0.873f, 1.000f);
TimerSBT = new TimerData(26.16f, 4.00f, 13.59f, 39.75f, 3.06f, 37.41f, 20.199f, 1.963f, 1.000f, 0.009f);
TimerEBL = new TimerData(11.48f, 4.00f, 39.75f, 51.23f, 3.13f, 35.25f, 7.872f, 0.119f, 0.936f, 0.000f);
TimerWBT = new TimerData(76.77f, 4.00f, 51.23f, 4.00f, 0.00f, 0.00f, 0.000f, 0.000f, 0.000f, 0.000f);
TimerSBL = new TimerData(9.59f, 4.00f, 4.00f, 13.59f, 3.13f, 8.00f, 6.389f, 0.009f, 0.873f, 1.000f);
TimerNBT = new TimerData(26.16f, 4.00f, 13.59f, 39.75f, 3.06f, 37.41f, 20.199f, 1.963f, 1.000f, 0.009f);
Timers = new List <TimerData> {
TimerWBL, TimerEBL, TimerEBT, TimerWBT, TimerNBL, TimerSBL, TimerSBT, TimerNBT
};
newIntersection = CreateIntersection(Timers, numLanes, ProjectAnalMode, 60);
newLink = new LinkData(1320 - upstreamIntersectionWidth, numLanes, 35, 0.94f, MedianType.None);
Segments.Add(new SegmentData(2, newLink, newIntersection, AreaType.LargeUrbanized, newLink.PostSpeedMPH + 5, upstreamIntersectionWidth));
upstreamIntersectionWidth = newIntersection.CrossStreetWidth;
Segments[2].Link.AccessPoints.Add(CreateAPIntersection(1f / 3f, Segments[0].Intersection.Signal.CycleLengthSec));
Segments[2].Link.AccessPoints.Add(CreateAPIntersection(2f / 3f, Segments[0].Intersection.Signal.CycleLengthSec));
// Intersection 4 / Fourth Ave.
TimerWBL = new TimerData(11.50f, 4.00f, 39.75f, 51.25f, 3.19f, 35.25f, 7.884f, 0.125f, 0.936f, 0.000f);
TimerEBT = new TimerData(76.75f, 4.00f, 51.25f, 4.00f, 0.00f, 0.00f, 0.000f, 0.000f, 0.000f, 0.000f);
TimerNBL = new TimerData(9.59f, 4.00f, 4.00f, 13.59f, 3.13f, 8.00f, 6.389f, 0.009f, 0.873f, 1.000f);
TimerSBT = new TimerData(26.16f, 4.00f, 13.59f, 39.75f, 3.06f, 37.41f, 20.199f, 1.963f, 1.000f, 0.009f);
TimerEBL = new TimerData(11.48f, 4.00f, 39.75f, 51.23f, 3.13f, 35.25f, 7.868f, 0.119f, 0.936f, 0.000f);
TimerWBT = new TimerData(76.77f, 4.00f, 51.23f, 4.00f, 0.00f, 0.00f, 0.000f, 0.000f, 0.000f, 0.000f);
TimerSBL = new TimerData(9.59f, 4.00f, 4.00f, 13.59f, 3.13f, 8.00f, 6.389f, 0.009f, 0.873f, 1.000f);
TimerNBT = new TimerData(26.16f, 4.00f, 13.59f, 39.75f, 3.06f, 37.41f, 20.199f, 1.963f, 1.000f, 0.009f);
Timers = new List <TimerData> {
TimerWBL, TimerEBL, TimerEBT, TimerWBT, TimerNBL, TimerSBL, TimerSBT, TimerNBT
};
newIntersection = CreateIntersection(Timers, numLanes, ProjectAnalMode, 60);
newLink = new LinkData(1320 - upstreamIntersectionWidth, numLanes, 35, 0.94f, MedianType.None);
Segments.Add(new SegmentData(3, newLink, newIntersection, AreaType.LargeUrbanized, newLink.PostSpeedMPH + 5, upstreamIntersectionWidth));
upstreamIntersectionWidth = newIntersection.CrossStreetWidth;
Segments[3].Link.AccessPoints.Add(CreateAPIntersection(1f / 3f, Segments[0].Intersection.Signal.CycleLengthSec));
Segments[3].Link.AccessPoints.Add(CreateAPIntersection(2f / 3f, Segments[0].Intersection.Signal.CycleLengthSec));
// Intersection 5 / Fifth Ave.
TimerWBL = new TimerData(11.50f, 4.00f, 39.75f, 51.25f, 3.19f, 35.25f, 7.883f, 0.125f, 0.936f, 0.000f);
TimerEBT = new TimerData(76.75f, 4.00f, 51.25f, 4.00f, 0.00f, 0.00f, 0.000f, 0.000f, 0.000f, 0.000f);
TimerNBL = new TimerData(9.59f, 4.00f, 4.00f, 13.59f, 3.13f, 8.00f, 6.389f, 0.009f, 0.873f, 1.000f);
TimerSBT = new TimerData(26.16f, 4.00f, 13.59f, 39.75f, 3.06f, 37.41f, 20.199f, 1.963f, 1.000f, 0.009f);
TimerEBL = new TimerData(11.48f, 4.00f, 39.75f, 51.23f, 3.19f, 35.25f, 7.865f, 0.125f, 0.936f, 0.000f);
TimerWBT = new TimerData(76.77f, 4.00f, 51.23f, 4.00f, 0.00f, 0.00f, 0.000f, 0.000f, 0.000f, 0.000f);
TimerSBL = new TimerData(9.59f, 4.00f, 4.00f, 13.59f, 3.13f, 8.00f, 6.389f, 0.009f, 0.873f, 1.000f);
TimerNBT = new TimerData(26.16f, 4.00f, 13.59f, 39.75f, 3.06f, 37.41f, 20.199f, 1.963f, 1.000f, 0.009f);
Timers = new List <TimerData> {
TimerWBL, TimerEBL, TimerEBT, TimerWBT, TimerNBL, TimerSBL, TimerSBT, TimerNBT
};
newIntersection = CreateIntersection(Timers, numLanes, ProjectAnalMode, 60);
newLink = new LinkData(660 - upstreamIntersectionWidth, numLanes, 30, 0.88f, MedianType.None);
Segments.Add(new SegmentData(4, newLink, newIntersection, AreaType.LargeUrbanized, newLink.PostSpeedMPH + 5, upstreamIntersectionWidth));
upstreamIntersectionWidth = newIntersection.CrossStreetWidth;
Segments[4].Link.AccessPoints.Add(CreateAPIntersection(1f / 3f, Segments[0].Intersection.Signal.CycleLengthSec));
Segments[4].Link.AccessPoints.Add(CreateAPIntersection(2f / 3f, Segments[0].Intersection.Signal.CycleLengthSec));
// Intersection 6 / Sixth Ave.
TimerWBL = new TimerData(11.45f, 4.00f, 39.75f, 51.20f, 3.19f, 35.25f, 7.832f, 0.125f, 0.936f, 0.000f);
TimerEBT = new TimerData(76.80f, 4.00f, 51.20f, 4.00f, 0.00f, 0.00f, 0.000f, 0.000f, 0.000f, 0.000f);
TimerNBL = new TimerData(9.59f, 4.00f, 4.00f, 13.59f, 3.13f, 8.00f, 6.389f, 0.009f, 0.873f, 1.000f);
TimerSBT = new TimerData(26.16f, 4.00f, 13.59f, 39.75f, 3.06f, 37.41f, 20.199f, 1.963f, 1.000f, 0.009f);
TimerEBL = new TimerData(11.48f, 4.00f, 39.75f, 51.23f, 3.19f, 35.25f, 7.864f, 0.125f, 0.936f, 0.000f);
TimerWBT = new TimerData(76.77f, 4.00f, 51.23f, 4.00f, 0.00f, 0.00f, 0.000f, 0.000f, 0.000f, 0.000f);
TimerSBL = new TimerData(9.59f, 4.00f, 4.00f, 13.59f, 3.13f, 8.00f, 6.389f, 0.009f, 0.873f, 1.000f);
TimerNBT = new TimerData(26.16f, 4.00f, 13.59f, 39.75f, 3.06f, 37.41f, 20.199f, 1.963f, 1.000f, 0.009f);
Timers = new List <TimerData> {
TimerWBL, TimerEBL, TimerEBT, TimerWBT, TimerNBL, TimerSBL, TimerSBT, TimerNBT
};
newIntersection = CreateIntersection(Timers, numLanes, ProjectAnalMode, 60);
newLink = new LinkData(660 - upstreamIntersectionWidth, numLanes, 30, 0.88f, MedianType.None);
Segments.Add(new SegmentData(5, newLink, newIntersection, AreaType.LargeUrbanized, newLink.PostSpeedMPH + 5, upstreamIntersectionWidth));
Segments[5].Link.AccessPoints.Add(CreateAPIntersection(1f / 3f, Segments[0].Intersection.Signal.CycleLengthSec));
Segments[5].Link.AccessPoints.Add(CreateAPIntersection(2f / 3f, Segments[0].Intersection.Signal.CycleLengthSec));
ArterialData newArterial = new ArterialData(AreaType.LargeUrbanized, ArterialClass.ClassI, TravelDirection.Eastbound, Segments);
ChangeArterialVolume(ref newArterial, analysisDirectionDemandVol);
// Calcs Arterial code
foreach (SegmentData segment in newArterial.Segments)
{
newArterial.LengthMiles += segment.Link.LengthFt / 5280;
foreach (ApproachData approach in segment.Intersection.Approaches)
{
foreach (LaneGroupData laneGroup in approach.LaneGroups)
{
laneGroup.SignalPhase.GreenEffectiveSec = Math.Max(laneGroup.SignalPhase.Timer.Duration - laneGroup.SignalPhase.Timer.IntergreenTimeSec - laneGroup.SignalPhase.StartUpLostTimeSec + laneGroup.SignalPhase.EndUseSec, 0);
laneGroup.PctHeavyVehicles = 0; // 3%
}
}
}
//newArterial.ThreshDelay = newArterial.GetLOSBoundaries_Delay(newArterial.Area);
//newArterial.ThreshSpeed = newArterial.GetLOSBoundaries_Speed(artClass: 2);
newArterial.AnalysisTravelDir = TravelDirection.Eastbound;
return(newArterial);
}
public static ArterialData NewArterial(ServiceVolumeTableFDOT arterialInputs, AnalysisMode ProjectAnalMode, float analysisDirectionDemandVol = 800, int numLanes = 2)
{
arterialInputs.Signal.EffGreen = arterialInputs.Signal.CalcEffectiveGreen(arterialInputs.Signal.EffGreenToCycleLengthRatio, arterialInputs.Signal.CycleLengthSec);
arterialInputs.Signal.EffGreenLeft = arterialInputs.Signal.CalcEffectiveGreen(0.1f, arterialInputs.Signal.CycleLengthSec);
List <SegmentData> Segments = new List <SegmentData>();
IntersectionData newIntersection = CreateIntersection(numLanes, arterialInputs.Signal.CycleLengthSec, arterialInputs.SerVolAreaType, ProjectAnalMode);
newIntersection.Signal.ControlType = arterialInputs.Signal.SigType;
LinkData newLink;
float segmentLength;
for (int intIndex = 0; intIndex < arterialInputs.Roadway.NumIntersections; intIndex++)
{
if (intIndex == 0)
{
segmentLength = 0;
}
else
{
segmentLength = arterialInputs.Roadway.ArterialLenghtFt / (arterialInputs.Roadway.NumIntersections - 1);
}
newLink = new LinkData(segmentLength - newIntersection.CrossStreetWidth, numLanes, arterialInputs.Roadway.PostedSpeedMPH, arterialInputs.Roadway.PropCurbRightSide, arterialInputs.Roadway.Median);
Segments.Add(new SegmentData(intIndex, newLink, newIntersection, arterialInputs.SerVolAreaType, arterialInputs.Roadway.PostedSpeedMPH, newIntersection.CrossStreetWidth));
}
ArterialData newArterial = new ArterialData(arterialInputs, Segments);
ChangeArterialVolume(ref newArterial, analysisDirectionDemandVol);
// Calcs Arterial code
foreach (SegmentData segment in newArterial.Segments)
{
foreach (ApproachData approach in segment.Intersection.Approaches)
{
approach.PctLeftTurns = arterialInputs.Traffic.PctLeftTurns;
approach.PctRightTurns = arterialInputs.Traffic.PctRightTurns;
foreach (LaneGroupData laneGroup in approach.LaneGroups)
{
if (laneGroup.Type == LaneMovementsAllowed.LeftOnly)
{
laneGroup.SignalPhase.GreenEffectiveSec = arterialInputs.Signal.EffGreenLeft;
laneGroup.TurnBayLeftLengthFeet = arterialInputs.Roadway.TurnBayLeftLengthFeet;
}
else
{
laneGroup.SignalPhase.GreenEffectiveSec = arterialInputs.Signal.EffGreen;
}
laneGroup.BaseSatFlow = arterialInputs.Traffic.BaseSatFlow;
laneGroup.PctHeavyVehicles = arterialInputs.Traffic.PctHeavyVeh;
laneGroup.ArvType = arterialInputs.Signal.ArvType;
float[] PlatoonRatioValues = new float[] { 0.333f, 0.667f, 1.0f, 1.333f, 1.667f, 2.0f };
laneGroup.PlatoonRatio = PlatoonRatioValues[laneGroup.ArvType - 1];
laneGroup.PeakHourFactor = arterialInputs.Traffic.PHF;
}
}
}
newArterial.Thresholds.Delay = newArterial.Thresholds.GetLOSBoundaries_Delay(newArterial.Area);
newArterial.Thresholds.Speed = newArterial.Thresholds.GetLOSBoundaries_Speed(arterialInputs.Roadway.PostedSpeedMPH);
newArterial.AnalysisTravelDir = arterialInputs.Roadway.AnalysisTravelDir;
return(newArterial);
}
