Implementation of a GPS based road sign and speed breaker alarming system
PRESENTED BY
Abdullah Al Miraj Tasnia Sultana Shahin Akter
ID no. 1602074 ID no. 1602092 ID no. 1602094
SUPERVISED BY
Prof. Dr. Muhammad Ahsan Ullah
Head, Department of EEE, CUET
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Presentation Outline
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Motivation
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Motivation (Cont.)
The color of the road sign may fade away as time passes after there installation.
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Motivation (Cont.)
Objectives
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Theoretical Overview
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Theoretical Overview (Cont.)
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Literature Review
[1] Jung-Gu Kim, Jae-Hyung Yoo and Ja-Cheol Koo “Road and Lane Detection using Stereo Camera” 2018 IEEE International Conference on Big Data and Smart Computing
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Literature Review(Cont.)
[2] Roberto Marmo & Luca Lombardi “Milepost sign detection” The International Workshop on Computer Architecture for Machine Perception and Sensing, September 2006
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Methodology
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Collection of road sign co-ordinate data |
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Input data to Controller(Raspberry Pi) |
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Comparing the real time value with the predefined values set in the Program |
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A voice command to alert the driver |
Methodology(Cont.)
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Figure: GPS co-ordinate values shown in display
Methodology(Cont.)
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Figure: Schematic of implemented device
Methodology (Cont.)
GPS sends real time co-ordinate values to the raspberry pi and the program running in pi will make decisions by comparing this values in the data set.
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Figure: Schematic of implemented device
Methodology(Cont.) �.�
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After analyzing the data according to the result, the program will play a machine generated sound to alert the driver
Figure: Speaker Model: JNT-X12
�Methodology(Cont.)�
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We have performed the project in two phases:
Phase 1: GPS provides values in degree-minute-second. At first, we
measured values using this method. But this method has very less accuracy as we only got 6 numbers after the decimal point.
Methodology(Cont.)
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Table 01: GPS co-ordinates measured in degree-minute-second
Methodology(Cont.)
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Phase 2 : Due to the problem faced previously, we approached in a different method. We converted the GPS co-ordinate values in decimal co-ordinate.
We have taken total 10 co-ordinates in a specific location and calculated the average of these values. This method provided better accuracy then the previous phase.
Methodology(Cont.)
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Table 02: GPS co-ordinates measured in decimal co-ordinate
Methodology(Cont.)
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Figure: Practically implemented device
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Result
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We have undertaken this project as no work was done before in this sector via GPS.
We wanted to design a system which will warn the driver
approximately 40 meters before any road turn and speed breaker .
We were successful in implementing a device which successfully gave warning within 40 meters range.
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Result(Cont.)
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If two or more road turns or speed breakers are located within approximately 15 meters , our device can give warning for only one.
Another shortcoming is that if any new speed breaker is constructed, we have to survey it’s co-ordinate and update it to our program.
Future Work
In the near future we will conduct this work online based.
By adding mapping system driver will be able to see the vehicle’s position easily.
We will add new feature of speed controlling along with road sign monitoring.
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Conclusion
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Thank You
Any Question�Please???�
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