Edit Alignment

Edit a horizontal alignment.

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RD_HORIZONTALEDIT

 

 

This function allows you to enter a new horizontal alignment, or edit an existing alignment.

The horizontal alignment is specified using horizontal points of intersection (HPIs). You can specify the curve radius at the HPI, the transition lengths entering and exiting the curve, and the offset.

Procedure

The horizontal alignment is stored in ASCII format in the design file of the active road file, and can be entered with the spreadsheet in this function or a text editor.

The alignment requires that the names of the start point, the horizontal P's, and the end point be entered. The radius of the horizontal curve at each PI must also be entered. A radius of 0 is calculated as a kink.

The horizontal curves can also have transition curves into and/or out of each curve specified. The TrIn and TrOut columns are used to specify the length of the transition curve, which is calculated as an Euler spiral. Transition lengths are usually equal on either side of the circular portion, but there is no need to conform to this.

In order to correctly orient the alignment, you need to enter the coordinates of the start point, PIs and end point. If 0 is entered for both coordinate values, the current terrain file is searched for a point of the same name and, if found, its coordinates are entered automatically. If such a point is not found, you are asked for the correct coordinates.

You can enter an optional offset from the actual centre line for each point. This is normally used in cases where the alignment points are not along the centre line of the road, but rather at some other point such as the left or right kerb line. Offsets to the left of the alignment are entered as negative numbers, and those to the right as positive numbers. When the alignment is stored or calculated in any way, these offsets are used to determine the correct position of the points along the centre line.

Finally, you can enter a curve number. The program automatically enter these values. However, if you want your curves to be numbered from a specific number then you can simply enter this number in the [No] cell of the start PI row.

Close the spreadsheet to save the data.

Using Design Criteria

  1. If the program encounters zero (0) radii, or some curves need transition curves and the Design Criteria flag was set, the Validate Horizontal Alignment options display.

  1. Click Alter to update the horizontal alignment spreadsheet with the selected values.

  2. You are asked to confirm the changes to the horizontal alignment.

Click Yes to save the changes to the *.des file; or click No to discard the latest changes. If you click No, no VPI and edge control point shifting is done.

Road Expert

  1. If the Road Expert is active, you are asked to coordinate the revised alignment.

  1. If you click Yes, the following displays.

  1. Specify the chainage intervals and click OK.

  2. You are asked to confirm that the existing road data must be overwritten.

Minimum Transition Length Calculation

If the circular radius of a particular horizontal curve is less than the value specified in the "Max Tr. Len" column in the Design Criteria, a transition curve is calculated. The transition curve lengths for these curves are calculated by the formula selected in the Design Criteria.

RSA Formula

According to the TRH, transition curves should be introduced where a superelevation rate of more than 6% must be used at a circular curve. The procedure that should be followed is to consult the Superelevation graph and enter the curve radii for 6% into the Max Tr. Len column on the Design Criteria. If a transition curve is needed, its length must be equal to the length required for the development of superelevation. i.e.

L = (W.e.s.l) / 100

UK Formula

The transition length is calculated using the UK formula: Lt = V3 / (46.7 * q * R)