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"现状"
"周期时长优化"
"相位优化"
"Webster"
"——"
"——"
"——"
"——"
"改进方案"
"周期优化"
"相位优化"
"周期时长"
"210"
"100"
"210"
"210"
"100"
"210"
"最大V/C比"
"0.83"
"1.06"
"0.80"
"1.3"
"1.02"
"0.83"
"交叉口信号延误"
"47.4"
"34.2"
"44.7"
"60.2"
"35.7"
"47.4"
"通行能力利用率"
"78%"
"76%"
"76%"
"78%"
"78%"
"78%"
"服务水平"
"D"
"C"
"D"
"E"
"D"
"D"
"总延误"
"35.7"
"17.2"
"24.3"
"37.7"
"18.4"
"24.8"
"总结:"
"在所有的方案中,服务水平达到C级的有1个,且最大V/C比均小于1。因而,最优方案为周期时长优化"
"2.5.2最终方案"
"最终的交叉口配时方案为:"
"时间"
"序号"
"相位"
"绿灯时间"
"(s)"
"黄灯时间"
"(s)"
"全红时间"
"(s)"
"周期"
"(s)"
"16:00-17:30"
"1"
"东西直行"
"47.5"
"4"
"0"
"100"
"2"
"西进口左转"
"26.4"
"4"
"0"
"3"
"南北直行"
"44.4"
"4"
"0"
"4"
"南北左转"
"22"
"4"
"2"
"配时图:"
"二、干线协调控制"
"1干线协调控制概况"
"1.1 路段概况"
"我们选取了学院南路这条干道,从西向东分别与中关村南大街,大柳树路,皂君庙斜街,交大东路,明光路,西直门北大街,杏坛路七条路相交,总长为3.2公里,如下图所示:"
"路段的卫星地图如下图所示:"
"在synchro插入地图文件作为背景,以供描绘出路网。在对坐标和比例尺进行标定后,以上图为基础画出路网基本结构,如下图所示:"
"由于第五个交叉口的数据在计算上有困难,故在干道协调控制中暂时不予考虑。"
"1.2 交叉口几何布局"
"1.2.1 中关村南大街与学院南路交叉口"