TRAINING AND EVALUATION OF ROAD TUNNEL OPERATORS

2017 ◽  
Author(s):  
Peter Danišovič ◽  
Juraj Šrámek ◽  
Ľuboš Remek
Keyword(s):  
Road Tunnel

Mixture Design of Fire-Retarded OGFC in Road Tunnel

2005 ◽  
Vol 6 (2) ◽  
pp. 255-268 ◽  
Author(s):  
Qun Yang ◽  
Guo Zongyin
Keyword(s):  
Mixture Design ◽  
Road Tunnel

scholarly journals Should We Expect a Disastrous Fire Accident in an Urban Road Tunnel? Literature Data Review and a Case Study for Selected Tunnels in Poland

2021 ◽  
Vol 13 (11) ◽  
pp. 6172
Author(s):  
Krystian Szewczyński ◽  
Aleksander Król ◽  
Małgorzata Król
Keyword(s):  
Time Horizon ◽  
Road Traffic ◽  
Traffic Intensity ◽  
Road Tunnel ◽  
Urban Road ◽  
Road Tunnels ◽  
High Uncertainty ◽  
Fire Outbreak ◽  
Fire Accident

Urban road tunnels are a reasonable remedy for inconvenience due to congested road traffic. However, they bring specific threats, especially those related to the possibility of fire outbreak. This work is a case study for selected urban road tunnels. Considering tunnel specificity, road traffic intensity, and structure and based on the literature data for vehicle fire probability, the chances of a fire accident were estimated for selected tunnels in Poland. It was shown that low power tunnel fires could be expected in the 10–20-year time horizon. Although such threats cannot be disregarded, tunnel systems are designed to cope with them. The chances of a disastrous fire accident were estimated as well. Such events can occur when an HGV with flammable goods or a tanker are involved. Such accidents are fortunately very rare, but, on the other hand, that is the reason why the available data are scanty and burdened with high uncertainty. Therefore, a discussion on the reliability of the obtained results is also provided.

scholarly journals The Effect of Road Tunnel Environment on Driving Lane-changing Behavior

2018 ◽  
Vol 392 ◽  
pp. 062151
Author(s):  
Fei Shao ◽  
Le Zhu ◽  
Qian Xu ◽  
Qing Zheng
Keyword(s):  
Road Tunnel ◽  
Lane Changing

Exploring driving habits and safety critical behavioural intentions among road tunnel users: A questionnaire survey in Greece

2017 ◽  
Vol 63 ◽  
pp. 244-251 ◽  
Author(s):  
Konstantinos Kirytopoulos ◽  
Konstantinos Kazaras ◽  
Panagiotis Papapavlou ◽  
Panagiotis Ntzeremes ◽  
Ilias Tatsiopoulos
Keyword(s):  
Questionnaire Survey ◽  
Road Tunnel ◽  
Behavioural Intentions ◽  
Safety Critical

scholarly journals Road tunnel fire safety and risk: a review

2015 ◽  
Vol 4 (1) ◽  
Author(s):  
Jonatan Gehandler
Keyword(s):  
Fire Safety ◽  
Road Tunnel ◽  
Tunnel Fire

Influences of Tunnel Excavation Blasting Vibration on Surface High-Rise Building

2010 ◽  
Vol 163-167 ◽  
pp. 2613-2617
Author(s):  
Hai Liang Wang ◽  
Tong Wei Gao
Keyword(s):  
Vibration Frequency ◽  
Vertical Vibration ◽  
Frame Structure ◽  
Vibration Monitoring ◽  
Vibration Velocity ◽  
Blasting Vibration ◽  
Road Tunnel ◽  
Concrete Frame ◽  
High Rise ◽  
Order Of Magnitude

According to the 33 floors high building, blasting vibration monitoring had been carried on. The building, along Yunnan road tunnel of Qingdao Cross-harbor Tunnel Guide Line Project, has concrete frame structure. Monitoring data had been analyzed. Results showed that rules of vertical vibration velocity and main vibration frequency have similar relevance. Amplification effect of them was existed on the middle and top of the building. From the 2nd floor of downward ground to ground, the value of them suddenly decreased. Main vibration frequency is in the range of 101~102 order of magnitude.

A Study on Road Tunnel Fires Using Hazmat, with Emphasis on Critical Ventilation Velocity

2005 ◽  
Vol 83 (5) ◽  
pp. 443-451 ◽  
Author(s):  
E. Palazzi ◽  
F. Currò ◽  
B. Fabiano
Keyword(s):  
Road Tunnel ◽  
Tunnel Fires ◽  
Ventilation Velocity

Numerical simulation of fire in road tunnel. Selection of calculation grid

2021 ◽  
pp. 47-54
Author(s):  
И.А. Болодьян ◽  
С.В. Пузач ◽  
А.С. Барановский
Keyword(s):  
Field Tests ◽  
Field Method ◽  
Research Field ◽  
Computational Grids ◽  
Maximum Temperature ◽  
Road Tunnel ◽  
Road Tunnels ◽  
The Masses ◽  
Control Volumes ◽  
Calculation Grid

Рассматривается вопрос выбора расчетной сетки при моделировании пожара в тоннеле с помощью полевого метода и проводится оценка возможного влияния размеров ячеек сетки, а также граничного условия постоянства давления на результаты расчета. Выполнено моделирование пожара для четырех размеров расчетной сетки. Обоснована возможность применения наиболее грубой из используемых сеток с точки зрения инженерных расчетов, в том числе с оговоркой относительно постановки граничного условия. The issue of fire safety of road tunnels is currently an urgent task. Road tunnels are usually not standard typical facilities, but the unique structures. Therefore, it is necessary to study the influence of various parameters on the development of fire in order to take into account the characteristics of a particular object and make decisions on its effective fire protection. Implementation of field tests in this case is expensive and time-consuming. In this regard, numerical modeling is one of the most effective methods of such research. Field models are the most common and currently used for numerical calculations. These models are based on the numerical solution of the system of conservation equations for small control volumes of the calculation grid. This paper examines the issues of selection the calculation grid when modeling a fire in tunnels using the field method is considered and the possible influence of the size of the grid cells is estimated. The mathematical model used in this work is based on a set of differential equations of hydrodynamics, heat transfer, as well as the equation of conservation of the masses of components. Four computational grids were selected for a horizontal (without slope) model tunnel to determine the optimal cell size. As a result of conducted calculations it was established the following: the size of calculated grid is not fundamental for the initial stage of the fire; the use of smaller grid may be preferable at further development of fire, accompanied by increase of combustion capacity to the maximum; the maximum temperature values, especially in the far sections, are obtained on the coarsest grid. The use of such a grid for estimated engineering calculations can be allowed.

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