交通运输系统工程与信息
交通運輸繫統工程與信息
교통운수계통공정여신식
JOURNAL OF COMMUNICATION AND TRANSPORTATION SYSTEMS ENGINEERING AND INFORMATION
2009年
3期
55-63
,共9页
直接左转%非直接左转%"壶柄状"转行%隔离带U形调头%驾驶行为%安全%机动车道
直接左轉%非直接左轉%"壺柄狀"轉行%隔離帶U形調頭%駕駛行為%安全%機動車道
직접좌전%비직접좌전%"호병상"전행%격리대U형조두%가사행위%안전%궤동차도
direct left turn%indirect left turn%Jug Handle%median U-turn%driving behavior%safety%driveway
鉴于直接左转机动车交通常是路口事故和延误的诱因之一,左转禁驶在许多研究中都作为一项安全措施处理.直接左转处理方式有多种,大致包括:(1)下游路口右转后U形调头直行;(2)当前路口右转后在下一路口前的隔离带打U形调头直行;(3)当前路口右转后在下一路口后的隔离带打U形调头直行;(4)在当前路口上游打"壶柄状(Jug Handle)"转行;(5)在当前路口下游打"壶柄状"转行.这五种措施的基本原则是将直接的左转行交通转换成发生在其它地点(比如下游路口,隔离带或横向街道等)的不同形态的转向交通,可称作"非直接左转交通".而这些"非直接左转交通"不同程度地改变了驾驶人员的驾驶行为和安全因素.根据一些州的实际例子以及作者的实践经验,本文就"非直接左转交通"措施对行驶行为和安全的影响进行研究,包括转向操作,驾驶目标,行驶速度,车速干扰,行驶时间,转向中对可接受的车流空隙感觉判断.另外,"非直接左转交通"引起冲突区域,冲突点分布和碰撞类型等方面的变化对驾驶人员的安全影响也进行了分析.最后,本文总结了"非直接左转交通"措施的主要特点以及所涉及的一些尚待解决的难点问题.
鑒于直接左轉機動車交通常是路口事故和延誤的誘因之一,左轉禁駛在許多研究中都作為一項安全措施處理.直接左轉處理方式有多種,大緻包括:(1)下遊路口右轉後U形調頭直行;(2)噹前路口右轉後在下一路口前的隔離帶打U形調頭直行;(3)噹前路口右轉後在下一路口後的隔離帶打U形調頭直行;(4)在噹前路口上遊打"壺柄狀(Jug Handle)"轉行;(5)在噹前路口下遊打"壺柄狀"轉行.這五種措施的基本原則是將直接的左轉行交通轉換成髮生在其它地點(比如下遊路口,隔離帶或橫嚮街道等)的不同形態的轉嚮交通,可稱作"非直接左轉交通".而這些"非直接左轉交通"不同程度地改變瞭駕駛人員的駕駛行為和安全因素.根據一些州的實際例子以及作者的實踐經驗,本文就"非直接左轉交通"措施對行駛行為和安全的影響進行研究,包括轉嚮操作,駕駛目標,行駛速度,車速榦擾,行駛時間,轉嚮中對可接受的車流空隙感覺判斷.另外,"非直接左轉交通"引起遲突區域,遲突點分佈和踫撞類型等方麵的變化對駕駛人員的安全影響也進行瞭分析.最後,本文總結瞭"非直接左轉交通"措施的主要特點以及所涉及的一些尚待解決的難點問題.
감우직접좌전궤동차교통상시로구사고화연오적유인지일,좌전금사재허다연구중도작위일항안전조시처리.직접좌전처리방식유다충,대치포괄:(1)하유로구우전후U형조두직행;(2)당전로구우전후재하일로구전적격리대타U형조두직행;(3)당전로구우전후재하일로구후적격리대타U형조두직행;(4)재당전로구상유타"호병상(Jug Handle)"전행;(5)재당전로구하유타"호병상"전행.저오충조시적기본원칙시장직접적좌전행교통전환성발생재기타지점(비여하유로구,격리대혹횡향가도등)적불동형태적전향교통,가칭작"비직접좌전교통".이저사"비직접좌전교통"불동정도지개변료가사인원적가사행위화안전인소.근거일사주적실제례자이급작자적실천경험,본문취"비직접좌전교통"조시대행사행위화안전적영향진행연구,포괄전향조작,가사목표,행사속도,차속간우,행사시간,전향중대가접수적차류공극감각판단.령외,"비직접좌전교통"인기충돌구역,충돌점분포화팽당류형등방면적변화대가사인원적안전영향야진행료분석.최후,본문총결료"비직접좌전교통"조시적주요특점이급소섭급적일사상대해결적난점문제.
Direct left turn from driveways is considered as a contributor to accident and delay in at-grade intersections. Safety benefits of prohibiting direct left turn from driveways have been identified in many stud-ies. Several engineering alternatives have been developed to accommodate prohibited driveway left turns.These alternatives are (1) right-turn followed by U-turn at the down stream intersection ; (2) right-turn fol-lowed by median U-turn before the intersection ; (3) right-turn followed by median U-turn after the intersec-tion; (4) upstream Jug Handle, and (5) downstream Jug Handle. Each of the five treatments reroutes the left-turn vehicles at intersections, mid-block segments or side streets. Consequently, the alternatives of the indirect left-turning measures give rise to changes in drivers' driving behaviors and safety. Based on the practices and experiences from several states as well as the authors' studies, this paper presents the results from reviewing impacts of the indirect left-turning measures on driving behaviors and safety of the affected drivers. As a result of implementing the alternatives, changes in turning maneuvers and driving tasks, travel speed, speed disturbance, travel time, and drivers' perceptions of acceptable gaps in diverted turning ma-neuvers are addressed in the discussions of the impact on driving behaviors. And then, changes in conflict areas, conflict counts, and crash types are addressed in the discussions of impact on drivers' safety. In con-clusions, major characteristics of the indirect left-turning measures are summarized and some key issues are also discussed.