|
|
Moravske Branice - Oslavany Track Speed Increase
Hrdlička, Šimon ; Křemen, Tomáš (referee) ; Říha, Tomáš (advisor)
The bachelor's thesis deals with the increase of a track speed in the section Moravske Branice – Oslavany. The thesis attempts to obtain a speed increase by modifying the existing geometric parameters of the track in the scope of the regular maintenance, in some cases even more thorough, yet still not that costly. The assessment of geometric parameters of the track is done according to the standard CSN 73 6360-1. It is also assessed whether the individual railway crossings meet the conditions for the track speed increase. Part of the thesis is also the design of speed for vehicles with a permitted cant deficiency of 130 mm.
|
|
|
Speed increasing for the Havlíčkův Brod - Humpolec railway track
Turoň, Martin ; Maršalík, Jakub (referee) ; Hruzíková, Miroslava (advisor)
The theme of this bachelor´s thesis deals with an increase of the operating speed for the track Havlíčkův Brod – Humpolec. The speed increase is considered for present track geometry parameters which complies with the standard ČSN 73 6360-1. Track geometry parameters changes are designed in places of train speed restrictions and they don’t cause any significant changes in the railway track. Switches and crossings and railway crossings have an influence on the operating speed. The thesis deals with solutions of speed restrictions on the railway crossings.
|
|
|
Design of Optimization of Track Section Bylnice - Vlárský Průsmyk
Štěpán, Jan ; Mráz, Martin (referee) ; Plášek, Otto (advisor)
The focus of the thesis is to design a optimization of the geometrical layout of the track for an increase of the track speed to the highest possible value and a reconstruction of the permanent way superstructure between railway stations Bylnice - Vlárský Průsmyk. The work also includes a design of sleeper subsoil, renewal of the drainage and a design of the construction technology and procedures. Necessary view triangles will be added for unsecured level crossings.
|
|
|
Analysis of the causes and solutions proposed to tram transport delays from the transport and construction point of view
Kopecký, Vojtěch ; Svoboda, Richard (referee) ; Valehrach, Jan (advisor)
The thesis Analysis of the causes and solutions proposed to tram transport delays from the transport and construction point of view focuses on the issue of delays and speed drops in tram transport, especially on the causes of their occurrence and ways of their elimination. The thesis examines the current state of the Brno tram system, with a focus on the slowing elements in the system and the locations with frequent delays, including what causes these delays. The thesis also examines the possibilities of speeding up tram transport both from the point of view of transport and from the point of view of track layout. In the final part of the thesis, selected sections of the Brno tram system are analysed in more detail and on the basis of these analyses, measures are proposed that lead to the acceleration of tram transport and the elimination of delays that occur in it.
|
|
| |
|
|
Moravske Branice - Oslavany Track Speed Increase
Hrdlička, Šimon ; Křemen, Tomáš (referee) ; Říha, Tomáš (advisor)
The bachelor's thesis deals with the increase of a track speed in the section Moravske Branice – Oslavany. The thesis attempts to obtain a speed increase by modifying the existing geometric parameters of the track in the scope of the regular maintenance, in some cases even more thorough, yet still not that costly. The assessment of geometric parameters of the track is done according to the standard CSN 73 6360-1. It is also assessed whether the individual railway crossings meet the conditions for the track speed increase. Part of the thesis is also the design of speed for vehicles with a permitted cant deficiency of 130 mm.
|
|
|
Design of Optimization of Track Section Bylnice - Vlárský Průsmyk
Štěpán, Jan ; Mráz, Martin (referee) ; Plášek, Otto (advisor)
The focus of the thesis is to design a optimization of the geometrical layout of the track for an increase of the track speed to the highest possible value and a reconstruction of the permanent way superstructure between railway stations Bylnice - Vlárský Průsmyk. The work also includes a design of sleeper subsoil, renewal of the drainage and a design of the construction technology and procedures. Necessary view triangles will be added for unsecured level crossings.
|
|
|
Speed increasing for the Havlíčkův Brod - Humpolec railway track
Turoň, Martin ; Maršalík, Jakub (referee) ; Hruzíková, Miroslava (advisor)
The theme of this bachelor´s thesis deals with an increase of the operating speed for the track Havlíčkův Brod – Humpolec. The speed increase is considered for present track geometry parameters which complies with the standard ČSN 73 6360-1. Track geometry parameters changes are designed in places of train speed restrictions and they don’t cause any significant changes in the railway track. Switches and crossings and railway crossings have an influence on the operating speed. The thesis deals with solutions of speed restrictions on the railway crossings.
|
|
|
Speed Increasing of the Šumperk - Kouty nad Desnou Track Section (km 13,262 - 18,223 and km 0,1 - 3,608)
Chlíbek, David ; Rašková, Eliška (referee) ; Hruzíková, Miroslava (advisor)
The topic of my Bachelor´s Thesis is to examine the possibility to increase the speed of railway road from Šumperk to Kouty nad Desnou. There are two different parts of the road – Šumperk – Petrov nad Desnou from km 13,262 to 18,223 and Petrov nad Desnou – Kouty nad Desnou in km 0,1 – 3,608. The railway road is located in mountain area. Reconstruction of the railway would contribute to more comfortable a faster transport of passangers and would be positively reflected in tourism of this area, especially in winter, when a lot of skiers occupie local slopes. Within bachelor´s thesis is working with JŽM, ČSN 73 6360-1 and another applicable legislation and standards. Output of my work is technical report and drawing of situation in scale 1:1000 and drawing of lenghtwise profile in scale 1:2000/200.
|
|
| |
guest ::
