The method of determining the radius of the road circle curve and the driving sight distance based on the data of the GPS motion camera
A data determination and camera technology, which is applied in line-of-sight measurement, distance measurement, radio wave measurement systems, etc., can solve problems such as low efficiency, and achieve the effect of reducing manpower, improving measurement efficiency, and shortening on-site operation time.
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Embodiment 1
[0047] Embodiment one: the method for determining the radius of the road circle curve based on GPS motion camera data comprises the following steps:
[0048] 1. Data collection
[0049] Drive a vehicle equipped with a Garmin camera (model VIRB), drive along the centerline of the circular curve of the road to be tested (Y060 Township Road, Luoshan County) (at a speed of 30km / h), and record the driving trajectory with a GPS motion camera. GPS coordinate point information, the coordinate point position is updated and recorded every 1 second;
[0050] 2. Data processing
[0051]In this example, the coordinate record file in fit format is directly exported from the GPS sports camera, and the data format conversion software GPSbabel is used to convert the fit format file into kml format, and then import it to google earth to view relevant information; then use GPS TrackMaker software Convert the kml file into a txt file; finally import the txt file into Excel. Since the formed tx...
Embodiment 2
[0071] Embodiment two: the method for determining road driving sight distance based on GPS motion camera data, comprises the steps:
[0072] (1) According to the width of the road, the track line moved to the center line of the road is moved to the left and right sides respectively by a distance of 1 / 2 of the width of the roadbed (ie 3m), based on the GPS obtained in the calculation of the radius of the road circle curve in Example 1 The distance coordinates of the X and Y axes of the point, the coordinates of the corresponding point on the road edge line after the translation are calculated by formulas (g) and (h):
[0073]
[0074]
[0075] In the formula, (x′,y′) is the corresponding coordinate on the road edge line; k 3 is the slope of the third line segment, b 3 is the intercept of the third line segment, b 4 for the classics (x 2 ,y 2 ) and the intercept of the straight line perpendicular to the first line segment, H is half of the roadbed width; when the road ...
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