CAJ | 학술논문

针对机非混行交叉口，为了定量计算不受信号控制的右转机动车道的通行能力，以右转机动车和直行自行车的冲突机理为基础，应用间隙理论，分别建立两相位和四相位信号控制交叉口右转机动车道通行能力计算模型，并应用石家庄市两相位信号控制交叉口的实际调查数据，对模型进行验证，结果表明，误差在可接受范围内，该模型可靠。本文结论为通行能力计算提供新的思路和方法。
침대궤비혼행교차구，위료정량계산불수신호공제적우전궤동차도적통행능력，이우전궤동차화직행자행차적충돌궤리위기출，응용간극이론，분별건립량상위화사상위신호공제교차구우전궤동차도통행능력계산모형，병응용석가장시량상위신호공제교차구적실제조사수거，대모형진행험증，결과표명，오차재가접수범위내，해모형가고。본문결론위통행능력계산제공신적사로화방법。
In order to compute the capacity of right - turn vehicle without signal control quantitatively at vehicle -bicycle mixed intersection, the conflict mechanism between right - turn vehicle and straight bicycle is researched as basis. The computer model for capacity of right - turn vehicle is established at signal control intersection with two -phase and four - phase respectively using gap theory. The model is validated by practice survey data of two - phase signal control intersection for Shijiazhuang. The result showed that the error is acceptability and the model is credi-bility. The conclusion provides the new idea and approach.