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竖曲线设计公式的推导及讨论
引用本文:王忠仁,廖超.竖曲线设计公式的推导及讨论[J].重庆交通大学学报(自然科学版),2009,28(2):212-214,314.
作者姓名:王忠仁  廖超
作者单位:美国加州运输部,交通运营处,加利福尼亚州,95835,美国
摘    要:首先推导了考虑行车视距的公路竖曲线设计公式,发现中国路线设计规范中的竖曲线长度建议值不能满足行车视距要求的问题,尤其是没有照明的凸曲线路段夜间行车情形。建议我国的竖曲线设计应当考虑车辆前照灯所约束的夜间视距,提高竖曲线长度建议值。

关 键 词:公路竖曲线设计  竖曲线长度  公式推导  停车视距

Derivation and Discussion of Vertical Curve Design Formulas
WANG Zhong-ren,LIAO Chao.Derivation and Discussion of Vertical Curve Design Formulas[J].Journal of Chongqing Jiaotong University,2009,28(2):212-214,314.
Authors:WANG Zhong-ren  LIAO Chao
Institution:California Department of Transportation;CA Sacramento 95835;USA
Abstract:The highway vertical curve design formulas for both crest and sag vertical curves with the consideration of stopping sight distance are first analytically derived.Driver height,object height,and vehicle headlamp height are explicitly considered as the key elements for stopping sight distance determination.Based on these formulas,the minimum vertical curve length values,as recommended in the China Road Alignment Design Guide are then shown to be inadequate,especially for crest vertical curve during nighttime...
Keywords:highway vertical curve design  vertical curve length  derivation  stopping sight distance  
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