private async void UpdateGuiControls()
{
if (IsGuiReady)
{
txtR_CumulativeGrowthFactor.Text = CalcHelper.GetR().ToString();
if (CalcHelper.Settings.TrafficMethod == TrafficMethod.TrafficMethod1)
{
txtHVperc.Text = CalcHelper.GetHVGrowthRate_r1().ToString("0.00");
txtAxleEquivalencyFactor.Text = CalcHelper.GetAECperHV().ToString("0.00");
}
if (CalcHelper.GetHVGrowthRate_r1() > 100.0) // causes dialog is already open sometimes
{
var dlg = new CustomMessageBox("Total percentage of heavy vehicles is over 100%.");
await DialogHost.Show(dlg);
}
else
{
txtThicknessGranular.Text = CalcHelper.GetThicknessGranuar().ToString();
txtThicknessBasecourse.Text = CalcHelper.GetThicknessBasecourse().ToString();
txtThicknessGranularRounded.Text = CalcHelper.GetThicknessGranuarRounded().ToString();
txtThicknessBasecourseRounded.Text = CalcHelper.GetThicknessBasecourseRounded().ToString();
}
}
}
public void WriteCsv(string fp)
{
StringBuilder sb = new StringBuilder();
sb.AppendLine($"Pavement design life,P, {P_PavementDesignLife}");
sb.AppendLine($"Subgrade CBR,CBR, {CBR_Subgrade}");
sb.AppendLine($"Traffic method used, {TrafficMethod.GetDescription()}");
sb.AppendLine($"Initial number of vehicles daily in one direction (1-way AADT),n, {n_AADT}");
if (Q_PavementDesignLifeFor_r1 <= P_PavementDesignLife)
{
sb.AppendLine($"Annual heavy vehicle growth rate (%),r, {r1_HVGrowthRate}");
}
else
{
sb.AppendLine($"Annual heavy vehicle growth rate (%),r1, {r1_HVGrowthRate}");
sb.AppendLine($"First period (years),Q, {Q_PavementDesignLifeFor_r1}");
sb.AppendLine($"Annual heavy vehicle growth rate (%),r2, {r1_HVGrowthRate}");
sb.AppendLine($"Remaining period (years),P-Q, {P_PavementDesignLife - Q_PavementDesignLifeFor_r1}");
}
sb.AppendLine($"Percentage of heavy vehicles using design lane (%),, {d_LaneDistributionFactor}");
if (TrafficMethod == TrafficMethod.TrafficMethod2)
{
sb.AppendLine($"Percentage of heavy vehicles (%),c, {c_HVPerc}");
sb.AppendLine($"Axle Equivalency Factor,F, {F_AxleEquivalencyFactor}");
}
else
{
sb.AppendLine($"Percentage of heavy vehicles and axle equivalency factor by vehicle class");
for (int i = 0; i < 10; i++)
{
sb.AppendLine($"Class {i + 3}, c{i + 3},{TrafficData[i, 0]}, F{i + 3}, {TrafficData[i, 1]}");
}
sb.AppendLine($"Percentage of heavy vehicles (%),c, {c_HVPerc}");
sb.AppendLine($"Axle Equivalency Factor,ESA/HV, {F_AxleEquivalencyFactor}");
}
sb.AppendLine($"Cumulative growth factor,R, {R_CumulativeGrowthFactor}");
sb.AppendLine($"Calculated design traffic (ESA),ESA, {ESA_DesignTraffic}");
sb.AppendLine($"Minimum thickness of all granular material (mm),t_granular, {CalcHelper.GetThicknessGranuarRounded()}");
sb.AppendLine($"Minimum thickness of basecourse material (mm),t_basecourse, {CalcHelper.GetThicknessBasecourseRounded()}");
File.WriteAllText(fp, sb.ToString(), Encoding.UTF8);
}