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Accident data analysis

The purpose is to find the possible causes of accident related to driver, vehicle, and roadway. Accident analyses are made to develop information such as:

1. Driver and Pedestrian - Accident occurrence by age groups and relationships of accidents to physical capacities and to psychological test results.

2. Vehicle - Accident occurrence related to characteristic of vehicle, severity, location and extent of damage related to vehicles.

3. Roadway conditions - Relationships of accident occurrence and severity to characteristics of the roadway and roadway condition and relative values of changes related to roadways.

It is important to compute accident rate which reflect accident involvement by type of highway. These rates provide a means of comparing the relative safety of different highway and street system and traffic controls. Another is accident involvement by the type of drivers and vehicles associated with accidents.

1. Accident Rate per Kilometer : On this basis the total accident hazard is expressed as the number of accidents of all types per km of each highway and street classification.

Accident Studies (Part - 2) - Civil Engineering (CE)

where, R = total accident rate per km for one year, A = total number of accident occurring in one year, L = length of control section in kms

2. Accident involvement Rate : It is expressed as numbers of drivers of vehicles with certain characteristics who were involved in accidents per 100 million vehicle-kms of travel.

Accident Studies (Part - 2) - Civil Engineering (CE)

where,R = accident involvement per 100 million vehicle-kms of travel, N = total number of drivers of vehicles involved in accidents during the period of investigation and V = vehicle-kms of travel on road section during the period of investigation

3. Death rate based on population : The traffic hazard to life in a community is expressed as the number of traffic fatalities per 100,000 populations. This rate reflects the accident exposure for entire area.

Accident Studies (Part - 2) - Civil Engineering (CE)

where, R = death rate per 100,000 population, B = total number of traffic death in one year and P = population of area

 

4. Death rate based on registration : The traffic hazard to life in a community can also be expressed as the number of traffic fatalities per 10,000 vehicles registered. This rate reflects the accident exposure for entire area and is similar to death rate based on population.

Accident Studies (Part - 2) - Civil Engineering (CE)

where, R = death rate per 10,000 vehicles registered, B = total number of traffic death in one year and M = number of motor vehicles registered in the area

5. Accident Rate based on vehicle-kms of travel : The accident hazard is expressed as the number of accidents per 100 million vehicle km of travel. The true exposure to accident is nearly approximated by the miles of travel of the motor vehicle than the population or registration.

Accident Studies (Part - 2) - Civil Engineering (CE)

where, R = accident rate per 100 million vehicle kms of travel, C = number of total accidents in one year and V = vehicle kms of travel in one year

 

Numerical Example

The Motor vehicle consumption in a city is 5.082 million liters, there were 3114 motor vehicle fatalities, 355,799 motor vehicle injuries, 6,721,049 motor vehicle registrations and an estimated population of 18,190,238. Kilometer of travel per liter of fuel is 12.42 km/liter. Calculate registration death rate, population death rate and accident rate per vehicle km.

Solution Approximate vehicle kms of travel = Total consumption o fuel × kilometer of travel per liter of fuel =5.08 × 109 × 12.42 = 63.1 × 109 km. 1. Registration death rate can be obtained from the equation

Accident Studies (Part - 2) - Civil Engineering (CE)

Here, R is the death rate per 10,000 vehicles registered, B (Motor vehicle fatalities) is 3114, M (Motor vehicle registered) is 6.72 × 106 . Hence,

Accident Studies (Part - 2) - Civil Engineering (CE)

2. Population Death Rate can be obtained from the equation.

Accident Studies (Part - 2) - Civil Engineering (CE)
Here, R is the death rate per 100,000 population, B (Motor vehicle fatalities) is 3114, P (Estimated population) is= 18.2 × 106 .

Accident Studies (Part - 2) - Civil Engineering (CE)

3. Accident rate per vehicle kms of travel can be obtained from the equation below as:

Accident Studies (Part - 2) - Civil Engineering (CE)

Here, R is the accident rate per 100 million vehicle kms of travel, C (total accident same as vehicle fatalities) is 3114, V (vehicle kms of travel) is 63.1 × 109 .

Accident Studies (Part - 2) - Civil Engineering (CE)

Accident reconstruction

Accident reconstruction deals with representing the accidents occurred in schematic diagram to determine the pre-collision speed which helps in regulating or enforcing rules to control or check movement of vehicles on road at high speed. The following data are required to determine the pre-collision speed:

1. Mass of the vehicle

2. Velocities after collision

3. Path of each vehicle as it approaches collision point

Below in Figure 42:4 a schematic diagram of collision of two vehicles is shown that occur during turning movements. This diagram is also known as collision diagram. Each collision is represented by a set of arrows to show the direction of before and after movement. The collision diagram provides a powerful visual record of accident occurrence over a significant period of time. The collision may be of two types collinear impact or angular collision. Below each of them are described in detail. Collinear impact can be again divided into two types :

1. Rear end collision

Accident Studies (Part - 2) - Civil Engineering (CE)

Accident Studies (Part - 2) - Civil Engineering (CE)

2. Head-on collision.

It can be determined by two theories:

1. Poisson Impact Theory

2. Energy Theory

 Poisson impact theory

Poisson impact theory, divides the impact in two parts - compression and restitution. The Figure 42:5 shows two vehicles travelling at an initial speed of v1 and vcollide and obtain a uniform speed say u at the compression stage. And after the compression stage is over the final speed is u1 and u2. The compression phase is cited by the deformation of the cars. From the Newtons law F = ma,

Accident Studies (Part - 2) - Civil Engineering (CE)

where, m1 and m2 are the masses of the cars and F is the contact force. We know that every reaction has equal and opposite action. So as the rear vehicle pushes the vehicle ahead with

Accident Studies (Part - 2) - Civil Engineering (CE)

force F. The vehicle ahead will also push the rear vehicle with same magnitude of force but has different direction. The action force is represented by F, whereas the reaction force is represented by −F as shown in Figure 42:6. In the compression phase cars are deformed. The compression phase terminates when the cars have equal velocity. Thus the cars obtain equal velocity which generates the following equation:

m1(u − v1) = −Pc m2(u − v2) = Pc                                          (42.7)

where, PcAccident Studies (Part - 2) - Civil Engineering (CE) dt which is the compression impulse and τc is the compression time. Thus, the velocity after collision is obtained as:

Accident Studies (Part - 2) - Civil Engineering (CE)

The compression impulse is given by:

Accident Studies (Part - 2) - Civil Engineering (CE)

In the restitution phase the elastic part of internal energy is released

Accident Studies (Part - 2) - Civil Engineering (CE)

where, PrAccident Studies (Part - 2) - Civil Engineering (CE) is the restitution impulse and τr is the restitution time. According to Poissons hypothesis restitution impulse is proportional to compression impulse

Pr = e Pc                                                                                       (42.12)

Restitution impulse e is given by:

Accident Studies (Part - 2) - Civil Engineering (CE)                                                                           (42.13)

The total impulse is P = Pc + Pr

Accident Studies (Part - 2) - Civil Engineering (CE)

The post impact velocities are given by:

Accident Studies (Part - 2) - Civil Engineering (CE)

where ∆v = v1 − v2. But we are required to determine the pre-collision speed according to which the safety on the road can be designed. So we will determine v1 and v2 from the given value of u1 and u2 .

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FAQs on Accident Studies (Part - 2) - Civil Engineering (CE)

1. What are the common causes of accidents in civil engineering projects?
Ans. Common causes of accidents in civil engineering projects can include factors such as inadequate safety measures, negligence, lack of training or supervision, equipment failure, and human error. These accidents can result in injuries, property damage, and even fatalities if proper precautions are not taken.
2. How can accidents be prevented in civil engineering projects?
Ans. Accidents in civil engineering projects can be prevented by implementing effective safety protocols and procedures. This includes conducting regular safety inspections, providing proper training to workers, promoting a safety culture within the workforce, using appropriate safety equipment, and conducting thorough risk assessments before starting any project.
3. What are some safety measures that should be followed on construction sites?
Ans. Construction sites should adhere to various safety measures to prevent accidents. These include providing personal protective equipment (PPE) to workers, ensuring proper scaffolding and fall protection systems, implementing proper signage and barricades, maintaining clear communication channels, conducting regular safety meetings, and enforcing strict adherence to safety protocols.
4. What are the legal implications of accidents in civil engineering projects?
Ans. Accidents in civil engineering projects can have significant legal implications. Depending on the severity of the accident, legal consequences may include lawsuits, fines, penalties, and potential criminal charges. It is essential for project managers and stakeholders to ensure compliance with safety regulations to minimize the risk of legal complications.
5. How can civil engineering professionals contribute to accident prevention?
Ans. Civil engineering professionals can contribute to accident prevention by prioritizing safety in project planning and design. This includes considering safety factors during the design phase, conducting thorough risk assessments, incorporating safety features into the project design, and collaborating with other stakeholders to ensure proper implementation of safety measures. Continuous education and staying updated with industry safety standards are also crucial for professionals in preventing accidents in civil engineering projects.
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