STUDY OF OPERATIONAL PARAMETERS OF TRACK PROFILE ESTIMATION ON THE BANDWIDTH OF THE RAILWAYS
DOI:
https://doi.org/10.15802/stp2015/42165Keywords:
profile track, average rise, light elements profile, working part profile, detrimental fallsAbstract
Purpose. Obtaining suitable indicators for profile track classification (combining a diversity of its individual elements) to enhance the bandwidth of plots. Methodology. Analysis was done with polygon profiles. Rectified profile of each plot was grouped by the steepness of the elements within the increment of 1-2 %. For each plot was determined magnitude of the estimated rise and medium-sized rise on the working part of the profile. Longitudinal profiles were classified into four types by the magnitude of the proportion of light elements profile and estimated rises. Classification criteria are given for these four types of profiles with additional breakdown of each type into subgroups depending on the magnitude of the estimated rise. Findings.Researches proved that the maximum speed increasing on falls reduces the magnitude of the average fall and increases the proportion of the working profile. To test the proposed classification of profiles juxtaposition of freight trains time motion, calculated for real plots and by the corresponding typical profiles was carried out. Originality. Simplifying the calculations significantly, prevailing methods for assess profile track do not provide the full and accurate representation of the actual character impact of profile track at important tractional-operational and operational indicators. Conventional schemes do not accurately reflect the actual structure of track profiles, and therefore the use of them for concrete calculations can lead to wrong conclusions. Therefore, this classification of longitudinal profiles of the railway network becomes more important, which allow refer railway lines to a particular class upon longitudinal profile on the base of simple classifications marks and therefore use the tractional-operational calculations made for typical profiles in respect of certain lines. Practical value. Grouping of all explored plots by magnitude of average rise in the working part of the profile and analysis of the profile structure that is relevant to average rise, revealed that the proposed value of k is a simple, stable and specific indicator for the classification of the profile plot.
References
Bondarenko I.A. K voprosu o povyshenii kachestvennoy otsenki rabotosposobnosti zheleznodorozhnogo puti [The improvement of the rolling stock design for containers transportation]. Visnyk Dnipropetrovskoho natsionalnoho universytetu zaliznychnoho transportu imeni akademika V. Lazariana [Bulletin of Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan], 2007, issue 18, pp. 46-50.
Bykov Yu.A. Prognozirovaniye uluchsheniya pokazateley tekhnicheskoy effektivnosti zheleznodorozhnogo napravleniya [Forecasting of technical efficiency improvement of railway direction]. Proyektirovaniye zheleznykh dorog v slozhnykh prirodnykh usloviyakh: mezhvuzovskiy sbornik nauchnykh trudov [Design of Railways in difficult environmental conditions: interuniversity collection of scientific papers]. Khabarovsk, DVGAPS Publ., 1994, pp. 43-50.
Godyayev A.I. Otsenka potentsialno realizuyemoy propusknoy sposobnosti zhelezno-dorozhnogo uchastka [Assessment of potentially realizable bandwidth of rail-road area]. Vestnik Vserossiyskogo nauchno-issledovatelskogo instituta zheleznodorozhnogo transporta [Bulletin of All-Russian Research Institute of Railway Transport], 2004, no. 6, pp. 29-32.
Ioannisyan A.I. Uluchsheniye trassy sushchestvuyushchikh zheleznykh dorog [Improving of existing railways].Moscow, Transport Publ., 1972. 176 p.
Kozlov I.T. Propusknaya sposobnost transportnykh sistem [Bandwidth of transport systems].Moscow, Transport Publ., 1985. 216 p.
Kopylenko V.A. Tekhniko-ekonomicheskaya model zadachi optimalnogo pereustroystva ekspluatiruemoy linii dlya povysheniya skorosti poyezdov [Techno and economic model of optimal conversion of operated line to increase train speed]. Sbornik nauchnykh trudov «Razvitiye metodov i norm proyektirovaniya zheleznykh dorog v usloviyakh intensifikatsii raboty zhelezno-dorozhnogo transporta» [Proc. «The development of methods and design standards of the Railways in the conditions of intensification of work of railway transport»].Moscow, 1986, issue 771, pp. 50-66.
Mishin V.V. Voprosy sistemnogo analiza zheleznodorozhnogo puti [Issues of systemic analysis of railway track]. Vestnik Vserossiyskogo nauchno-issledovatelskogo instituta zheleznodorozhnogo transporta [Bulletin of All-Russian Research Institute of Railway Transport], 2000, no. 6, pp. 12-17.
Muzykina H.I., Bolvanovska T.V., Mazurenko O.O. Vyznachennia zakhodiv, neobkhidnykh dlia pidvyshchennia proviznoi spromozhnosti zaliznyts Ukrainy [Identifying actions needed to improve the carrying capacity of the Railways of Ukraine]. Visnyk Dnipropetrovskoho natsionalnoho universytetu zaliznychnoho transportu imeni akademika V. Lazariana [Bulletin of Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan], 2003, issue 26, pp. 23-27.
Pottgoff G. Ucheniye o transportnykh potokakh [The doctrine of transport streams].Moscow, Transport Publ., 1975. 344 p.
Chernyshov M.A. Prakticheskiye metody rascheta puti [Practical methods of the path calculating].Moscow, Transport Publ., 1967. 236 p.
Atkin R.Н. Mathematical structure in human affairs.London, Heinemann Publ., 1974. 212 p.
Goverde R., Corman F., D’Ariano A. Railway line capacity consumption of different railway signalling systems under scheduled and disturbed conditions. Journal of Rail Transport Planning & Management. Robust Rescheduling and Capacity Use, 2013, vol. 3, no. 3, pp. 78-94. doi: 10.1016/j.jrtpm.2013.12.001.
Heydar M., Petering M., Bergmann D. Mixed integer programming for minimizing the period of a cyclic railway timetable for a single track with two train types. Computers & Industrial Engineering, 2013, vol. 66, no. 1, pp. 171-185. doi: 10.1016/j.cie.2013.06.003.
KontaxiE., Riccia S. Railway Capacity Handbook: A Systematic Approach to Methodologies. Procedia – Social and Behavioral Sciences. Transport Research Arena, 2012, vol. 48, pp. 2689-2696. doi: 10.1016/j.sbspro.2012.06.1238.
Magnanti T.L., Wong R.T. Network Design and Transportation Planning: Models and Algorithms. Transportation Science, 1984, vol. 18, no. 1, pp. 3-55. doi: 10.1287/trsc.18.1.1.
Thoma L. City-Logistik: Konzeption-Organisation-Implementierung. Weisbaden, Deutscher Universitats Publ., 1995. 247 p. doi: 10.1007/978-3-322-99450-9.
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