Andere Kunden interessierten sich auch für
![Observer Design for Time-delay Systems]( "Observer Design for Time-delay Systems")
Observer Design for Time-delay Systems26,99 €![Optimizing Inverse Response and Delay]( "Optimizing Inverse Response and Delay")
Optimizing Inverse Response and Delay32,99 €![Use of Microsimulation to Assess HCM2010 for Oversaturated Conditions]( "Use of Microsimulation to Assess HCM2010 for Oversaturated Conditions")
Use of Microsimulation to Assess HCM2010 for Oversaturated Conditions32,99 €![Pedestrian Identification for Traffic Light Simulation]( "Pedestrian Identification for Traffic Light Simulation")
Pedestrian Identification for Traffic Light Simulation23,99 €![Is Ghana concerned about the safety of her children in traffic?]( "Is Ghana concerned about the safety of her children in traffic?")
Is Ghana concerned about the safety of her children in traffic?36,99 €![Analysis of Traffic Accidents on the Speedway R46]( "Analysis of Traffic Accidents on the Speedway R46")
Analysis of Traffic Accidents on the Speedway R4629,99 €![Success-Failure Learning for Humanoids: Study on Bipedal Walking]( "Success-Failure Learning for Humanoids: Study on Bipedal Walking")
Success-Failure Learning for Humanoids: Study on Bipedal Walking46,99 €
Intersection is the area where two or more roads join or cross and the effectiveness of such intersection is based on its capacity and delay characteristics. Intersections are generally prone to delay, congestion and road accident when the traffic demand for the road is much. Road intersections have been known to enjoy much and special attention by Highway Engineers because of its influence on vehicle safety and efficiency of traffic movement. Data on traffic volume for selected intersections were analysed using Tanner's equation and Interactive Approach Equation for the selected tee intersections. The results obtained from the two equations used were tested with the use of Pearson correlation. The Interactive Approach equation gave a better result than the Tanner s model. The use of Highway Capacity Manual 2000 equations was employed to analysed the data obtained for the selected cross intersection. The analysed results were interpreted by the use of Level of service table and remedial measures were proffered to control and reduce delay.