2. From the following data taken from 4 vehicles observed from photographs taken 2 seconds apart, compute the space mean speed of the vehicles. Vehicles I 2 3 4 Distance 36.2 34.6 35.8 37.0

Q: A driver is traveling at 80 kph on a wet road. An object is spotted on the road 125 m ahead and the…

A: Given, Safe stopping sight Distance(SSD)= 125m Speed (V)= 80kmph We know that,  Reaction time ( t)…

Q: Car Ais traveling at a location where the speed limit is 100 km/h. The police officer in car…

A: Given : For Car A : VOA = 130 km/h = 36.11 m/secVFA = 100 km/h = 27.78 m/sectAF = 4.2 sec For Car P…

Q: 5. Vehicle time headways and spacings were measured at a point along a highway, from a single lane…

A:

Q: From the following data of a freeway surveillance, there are 5 vehicles traveling distances "S" when…

A: The data of 5 vehicles are given below.vehiclesdistance(s) in meters124.4218.8324.7426.9522.6

Q: Two sets of students are collecting traffic data at two sections, xx and yy, of a highway 1,200 ft…

A:

Q: the density of traffic in a certain observation point on a highway was recorded to be 30 veh/km. if…

A:

Q: Determine the yellow interval (in seconds) that eliminates a dilemma zone for a 20-ft long passenger…

A: Length of passenger car, Speed of passenger car, Perception reaction time, To find: The yellow…

Q: This is a three-part problem. Two sets of students are collecting traffic data at two roadway…

A: Given data:- No. of vehicles = 5 Speed of vehicles is 50 mph, 45 mph, 40 mph, 45 mph & 50 mph

Q: An auto A is moving at 6m/s and accelerating at 1.5m/s^2 to overtake an auto B which is 115.2m…

A: We will use distance formula for overtaking.

Q: A driver stepped on the brake pedal and managed to avoid a collision on a highway. This vehicle left…

A: Given Braking distance(S) =92 ft Deceleration (a) =19 ft/s^2 We can use the Newton's equation of…

Q: Assume you are an observer standing at a point along a three‐lane roadway. All vehicles in lane 1…

A:

Q: assume you are observing traffic in a single lane of a highway at a specific location. You measure…

A:

Q: The speed of overtaking and overtaken vehicles are 70 and 40 kph on a one-way traffic road. If the…

A:

Q: Traffic is observed at a single lane of a highway at a specific location. The average headway and…

A: Please refer the attached image for complete solution. THANK YOU.

Q: Repeat the previous problem, only now the driver of car A is traveling at VA = 130 km/h as it passes…

A:

Q: (distance between the back of a vehicle and the front of the following vehicle) is 65 ft. At a…

A:

Q: from the following data of a freeway surveillance, there are 5 vehicles traveling distances "S" when…

A: The number of vehicles (N) = 5 are traveling in time (t) = 2 s = (2/3600) hour  The traffic flow is…

Probability, risk and uncertainty analysis for hydrological design

It gives a framework that is financially critical for finding the exceptional designs of hydrological systems with a reduced cost in total inclusive of the project cost and the disaster mitigation cost. But there would be hardly any assessment of a decent quality damage function. Hence, errors in demonstrating the hydrologic events, incorrect model parameters, and so on may occur. Here, we will discuss a specific hydrological design that of a detention basin for studying and understanding the risk-based procedure, uncertainties, and probability analysis by following a systematic framework.