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NEURAL NETWORK MODELING OF 85TH PERCENTILE SPEED FOR TWO-LANE RURAL HIGHWAYS

机译:两车道农村公路85%速度的神经网络建模

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The present study was undertaken to develop neural network (NN) models to predict 85th percentile speed(V_(85)) for two-lane rural highways in Oklahoma. Several input parameters, namely physical characteristicsof road, traffic parameters, pavement condition indices, and accident data were considered in developingthe NN models. The physical characteristics of road include surface width (SW), shoulder type (ST), andshoulder width (SHW). The traffic parameters cover average daily traffic (ADT) and posted speed (PS).The pavement condition parameters include skid number (SN) and international roughness index (IRI).The location collision rate, statewide collision rate (overall, fatal, and injury), and percentage unsafespeed drivers (USD) were covered in the accident data. Four different models - Model 1, Model 2, Model3, and Model 4 - were developed. Model 1 included physical characteristics of road and traffic parametersincluding PS, while Model 2 covered all the parameters included in Model 1 except for PS. Similarly,Model 3 considered accident data with all the parameters included in Model 1. Model 4 used all theparameters included in Model 3 excluding PS. It was observed that Model 1 and Model 3 give the highestlevel of accuracy compared to Model 2 and Model 4. The parametric study of the model parameters showthat V_(85) decreases with an increase in the accident rate, ADT, SN, and IRI. Similarly, an increase in SWand SHW resulted in a higher V85. It is expected that developed NN models would be an effective tool forthe Oklahoma Department of Transportation and other DOTs to enhance traffic safety.
机译:进行本研究是为了开发神经网络(NN)模型以预测第85个百分位数的速度 (V_(85))表示俄克拉荷马州的两车道乡村公路。几个输入参数,即物理特性 在开发中考虑了道路,交通参数,路面状况指标和事故数据 NN模型。道路的物理特性包括表面宽度(SW),路肩类型(ST)和 肩宽(SHW)。流量参数涵盖平均每日流量(ADT)和发布速度(PS)。 路面状况参数包括打滑数(SN)和国际粗糙度指数(IRI)。 位置碰撞率,全州范围碰撞率(总体,致命和伤害)和不安全百分比 事故数据中涵盖了超速驾驶者(美元)。四种不同的模型-模型1,模型2,模型 3和Model 4-已开发。模型1包括道路和交通参数的物理特征 包括PS,而Model 2涵盖了Model 1中除PS之外的所有参数。相似地, 模型3考虑了事故数据,并包含模型1中包含的所有参数。模型4使用了所有 Model 3中包含的参数(PS除外)。据观察,模型1和模型3给出了最高的 与模型2和模型4相比的准确性水平。模型参数的参数研究表明 V_(85)随着事故率,ADT,SN和IRI的增加而降低。同样,SW的增加 SHW产生了更高的V85。预计已开发的NN模型将是有效的工具 俄克拉荷马州交通运输部和其他DOT,以提高交通安全性。

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