초록
본 논문에서는 차량 이용이 많은 도심지역 편도 2차선의 도로 상에서 차량과 차량 사이에 통신이 이루어지는 경우 송.수신 차량 좌, 우측 반사체와 인접한 차량들에 의해 발생하는 다중경로파의 영향을 고려한 전파예측모델을 제안하였다. 이 때 곡선 도로의 반경을 600[m], 곡선도로의 거리는 $5.24\sim471.2[m]$, 도로교각은 $5o\sim45o$, 곡선도로에 위치한 수신차량은 도로교각과 곡선도로의 거리변화에 대응하여 최소 3.3[m]에서 최대 29.5[m]간격으로 변화시키면서 시뮬레이션 하였다. 그 결과 도로교각이 $5o\sim15o$인 경우 전파경로손실의 경우 수신 차량의 곡선도로 위치에 관계없이 1[dB]이내였고, $15o\sim45o$인 경우 도로교각이 변화함에 따라 대략 $1\sim8[dB]$이었다. 그리고 전파경로의 경우에는 도로교각의 변화에 따라 $0.4\sim120[m]$까지 변화함을 알 수 있었다. 이 때 전파경로 차가 120[m] 발생함에 따른 전파지연시간은 400[nsec]이다.
This study was to suggest the predictive model of propagation, considering the effect by the multipath waves produced by the sending and receiving vehicles' left/right reflectors and the adjacent vehicles when the communication between the vehicles on the one-way two-lanes road in the urban city with a lot of traffic jams. Then, the radius of curved road was 600[m], the length of curved roads $52.4\sim471.2[m]$, and the bridge's pier of road was $5o\sim45o$. Also, it was simulated by changing the receiving vehicle located on the curved road's gap from minimum 3.3[m] to maximum 29.5[m], corresponding to the change of distance of the bridge's pier of road and curved road. As a result of this research above, in case of $5o\sim15o$ bridge's pier of road, it was within l[dB] regardless of the receiving vehicle's position on the curved road in case of propagation path loss. In case of $15o\sim45o$, it was approximately $1\sim8[dB]$ as the bridge's pier of road is changed. And, in case of propagation path, it found out that it was changed to $0.4\sim120[m]$ according to the change of bridge's pier of road. Then, the delay time of propagation was 400[nsec] as it produced 120[m] in the difference of propagation path.