public static void IntersectionCalcs(IntersectionData intersection, AreaType area)
{
foreach (ApproachData approach in 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(intersection.Signal.CycleLengthSec);
approach.Results.ControlDelay = 0;
approach.DemandVolume = 0;
foreach (LaneGroupData laneGroup in approach.LaneGroups)
{
laneGroup.AnalysisResults = new ResultsIntersectionLaneGroupData();
if (laneGroup.DischargeVolume > 0)
{
laneGroup.PortionOnGreen = Math.Min(Math.Min(laneGroup.PlatoonRatio, 2) * laneGroup.SignalPhase.GreenEffectiveSec / intersection.Signal.CycleLengthSec, 1); // includes green
}
else
{
laneGroup.PortionOnGreen = 0;
}
laneGroup.AnalysisResults.SatFlowRate = SatFlowRateCalculations.HCM2016(area, laneGroup.NumLanes, 12, laneGroup.PctHeavyVehicles, laneGroup.Type, laneGroup.PctLeftTurns, laneGroup.PctRightTurns, approach.PctGrade, laneGroup.BaseSatFlow);
laneGroup.SignalPhase.gC = laneGroup.SignalPhase.GreenEffectiveSec / 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);
laneGroup.AnalysisResults.OverCap = SignalCalcs.OverCapacityCheck(laneGroup.AnalysisResults.vcRatio, laneGroup.PeakHourFactor);
//if (laneGroup.AnalysisResults.OverCap)
// Arterial.OverCapacity = true;
ThresholdData LOSthresholds = new ThresholdData(area);
float PrevVC = 0;
laneGroup.AnalysisResults.SignalControlParms = SignalCalcs.SigDelay(intersection.Signal.ControlType, 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, LOSthresholds.Delay); //determine intersection LOS, as a function of signal delay
approach.Results.ControlDelay += (laneGroup.AnalysisFlowRate * laneGroup.AnalysisResults.SignalControlParms.AvgOverallDelay) / approach.DemandVolume;
approach.DemandVolume += laneGroup.AnalysisFlowRate;
}
intersection.DemandVolumeVehPerHr += approach.DemandVolume;
intersection.Results.ControlDelay += ((approach.Results.ControlDelay * approach.DemandVolume) / intersection.DemandVolumeVehPerHr);
}
}
//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";
}
}
}
}
