ORGANIZACYJNE I TECHNICZNE PROBLEMY TRANSPORTU LĄDOWEGO, LOTNICZEGO I WODNEGO

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1 POLITECHNIKA WARSZAWSKA ISSN PRACE NAUKOWE TRANSPORT z. 110 ORGANIZACYJNE I TECHNICZNE PROBLEMY TRANSPORTU LĄDOWEGO, LOTNICZEGO I WODNEGO OFICYNA WYDAWNICZA POLITECHNIKI WARSZAWSKIEJ WARSZAWA 2016

2 Spis rzeczy Contents... 5 Feasibility analysis and costs of transportation of containers along the transport corridor of Lower Vistula River Marek Malarski Problem The problem of pairing airport passenger landside capacity and aircraft airside capacity Leszek Mindur Transport bimodalny rodki techniczne i eksploatacja Bimodal transport Technical measures and exploitation Metoda wyboru optymalnej trasy linii metra The method of selection of the optimal metro line route Racjonalizacja procesu eksploatacyjnego systemów monitoringu wizyjnego stosowanych na przejazdach kolejowych Rationalization of the exploitation process of video monitoring systems used at the railway crossings Wybrana problematyka budowy modelu oceny dostosowania linii kolejowych Selected problems of creating a model for the assessment of the railway lines adaptation to interoperability requirements Vulnerability of the ships to the parametric roll resonance

3 Jan Kulczyk OSZTY TRANSPORTU KONTENERÓW W KORYTARZU TRANSPORTOWYM Streszczenie: wykorzystanie Tczew orientacyjne koszty transportu wodnego w porównaniu do kosztów transportu kolejo- : FEASIBILITY ANALYSIS AND COSTS OF TRANSPORTATION OF CONTAINERS ALONG THE TRANSPORT CORRIDOR OF LOWER VISTULA RIVER Summary: Due to the development of container shipping in deepwater container terminal in the Northern Port (DCT), problems with the delivery and collection of containers by rail and road appear. One of possible solutions of the problem is to use the Waterway of Vistula River. The paper will present the possibilities of Tczew Solec Kujawski. The analysis takes into account the currently existing navigation conditions and restrictions on this section of river. With regard to the fleet, is was assumed that the currently operated fleet, or known but not yet implemented units will be used. The maximum capacity of Lower Vistula section will be determined as well as the number of containers carried by a particular type of fleet during the navigation season. Indicatory water transportation cost compared to the cost of road and rail transport will be given. The analysis of the costs will also include external costs. The cost of rail transport will be based on the official PKP CARGO tariff. The forecast of container supply for Vistula River will be presented. This all is related to the development of shipping in the deepwater container terminal in Gdansk (DCT). Keywords: Lower Vistula, container transport, cost

4 Marek Malarski, LOTNICZEGO : 2016 Streszczenie: dlowe: ludzi i frachtu lotniczego. Podstawowe parametry oceny landside airside). Chwi- airside i landside landside airside budowy infrastruktury airside i landside THE PROBLEM OF PAIRING AIRPORT PASSENGER LANDSIDE CAPACITY AND AIRCRAFT AIRSIDE CAPACITY Abstract: Airport is a public airfield, which are implemented in commercial operation: people, and air freight. The main objective of the airport is safe, quick and inexpensive handle the stream of passengers and aircraft traffic flow. Basic parameters for assessing airport is throughput: passenger landside capacity and aircraft airside capacity. The instantaneous value of the airside and landside capacity strongly depends on the structure of the random motion and change dynamically (randomly). Increase in the number of passengers entails expansion of the ground part of the port (landside) in which the service takes passengers. Regardless taken is to develop parts of air (airside), which aims to increase the number of supported air operations. Coordination of the development of the two parts of an airport is indicated, but practice shows that the adopted solutions are very different. Attempt to indicate the directions of coordination of infrastructure development airside and landside taken using mathematical apparatus of rough sets. Keywords: airport capacity, queuing models

5 Leszek Mindur TRANSPORT BIMODALNY I EKSPLOATACJA 1 : listopad 2015 Streszczenie: -szynowy dalnej. BIMODAL TRANSPORT TECHNICAL MEASURES AND EXPLOITATION Summary: The following was presented in this article: a substance of bimodal transport, used technical means, technologies for putting together a bimodal train and systems of the bimodal transport. The recapitulation of this article composes an analysis of advantages and disadvantages for road-railways transportation of loads in the bimodal technology. Keywords: bimodal technology, putting together a bimodal train, systems of the bimodal transport

6 , Józef Suda Politechnika Warszawska, METODA WYBORU OPTYMALNEJ TRASY LINII METRA : grud 2015 Streszczenie:. Temat analiz budowy sieci metra w wielkich aglomeracjach, a w przypadku Warszawy rozwoju sieci, ktualny. Celem jest prezentacja metody wybór optymalnego wariantu trasy linii metra. Pro- I. II. do III. wykonanie eksperymentów symulacyjnych dla progn, IV. V. VI. ocena wariantów tras lini obliczonych Niniejsza metoda jest ekonomicznej analizy horyzontu czasowego. Specyfika okresu analizy trasy trzeciej linii metra w Warszawie. roku Praktycznym efektem wykonanych prac jest propozycja trasy trzeciej linii metra w Warszawie. transport miejski, modelowanie ruchu, analizy koszty ko marszrutyzacja THE METHOD OF SELECTION OF THE OPTIMAL METRO LINE ROUTE Summary: Dynamically changing conditions necessitate conducting studies of transport system development in every large city. The analysis of metro network construction and development, as in Warsaw, is therefore still important. The goal of this article is to present the method of selection of the optimal metro line route. The presented method consists of several stages: I. designing of alternative routes of metro line taking into account potential journey origins and destinations, II. designing of on-ground public transport network, III. simulation experiments in order to forecast passenger flows in alternative options, IV. calculations of transport service parameters, V. cost benefit calculations, VI. evaluation of alternative routes of metro lines. The method is based on a simplified socio economic costs benefit analysis. It is assumed that simulations experiments and cost benefit calculations are performed only for one particular year. The issue of analysis period was presented in the article. Evaluation criterion is the difference between the assumed annual equivalent benefits and costs in the particular year. The presented method was used in the analysis of third metro line in Warsaw. Evaluation was conducted for The practical effect of this study is the proposition of the third metro line route in Warsaw. Keywords: urban transport, transport modeling, cost benefit analysis, line routing, metro

7 Politechnika Warszawska, RACJONALIZACJA PROCESU EKSPLOATACYJNEGO SYSTEMÓW MONITORINGU WIZYJNEGO STOSOWANYCH NA PRZEJAZDACH KOLEJOWYCH dostarczono: Streszczenie ego. -eksploatacyjnego ze szczegól- RATIONALIZATION OF THE EXPLOITATION PROCESS OF VIDEO MONITORING SYSTEMS USED AT THE RAILWAY CROSSINGS Summary: The article presents the issues related to the rail crossings and applied there visual monitoring systems. A breakdown of rail crossings by applicable laws, as well as video monitoring systems have been characterized. In the following part of the article are analysed the reliability-exploitation process with particular emphasis on the four generic interim review. Mathematical calculations made it possible to rationalize the process in order to increase the value of the rate of readiness. This increases the level of safety at crossings of railways with roads. Keywords: rail crossings, safety, exploitation

8 PKP Polskie Linie Kolejowe S.A., Biuro Strategii WYBRANA PROBLEMATYKA BUDOWY MODELU OCENY DOSTOSOWANIA LINII KOLEJOWYCH dostarczono: listopad 2015 Streszczenie: budowy modelu oceny dostosowania linii kolejo- Obecne ruchowo przewozowe na poszczególnych liniach kolejowych nii Europejskiej (UE), infrastruktury kolejowej. Roz- obszarach funkcjonowania i w danym momencie realizowanego przeds - np. ekonomicznie - wprowadzenie takich zmian. Zaproponowany model oceny o akronimie MODIK obsza- i funkcjonowania systemu transportu kolejowego. W przedmiotowym artykule wskazano wybrane problemy, które po-, ocena linii kolejowych, model SELECTED PROBLEMS OF CREATING A MODEL FOR THE ASSESSMENT OF THE RAILWAY LINES ADAPTATION TO INTEROPERABILITY REQUIREMENTS Summary: The article addresses the problem of assessing the adaptation of railway lines to requirements of the interoperability in relation to amendments introduced under European Union (UE) directives. Setting requirements for the interoperability based on Technical Specifications for Interoperability currently being implemented on railways network in the EU. The wide variation in technical, operational, and traffic-management aspects on particular railway lines require to use the appropriate tools to assess the vulnerability of railway lines to meet requirements of the interoperability. Authors proposed to use such analysis in the MODIK acronym model. This model has been based on the analysis of changes caused by the implementation of interoperability requirements in the rail transport system. The following determinants have been defined and formulated: a research problem, decision variable, constraints and indicators of the railway line. For the purposes of the simulation algorithms have been proposed which have changed the matrix of train paths (routes for interoperable trains). Furthermore, they have been implemented into a computer application in the Scilab environment and Excel (for convenient data input). The proposed "MODIK" model can be widely used in the case of feasibility studies and technical analyses for railway lines, linking aspects of the traffic organization (scheduled train paths) and the capacity of the railway line with the expected number of interoperability trains and economic effects of the railway line modernization. Keywords: interoperability, assessing the adaptation of railway lines, model

9 Akademia Morska w Gdyni BOCZNYCH : listopad 2015 Streszczenie: kontenerowca klasy post- kontenerów a kolejnych 400 wanych do j aniu rezonans VULNERABILITY OF THE SHIPS TO THE PARAMETRIC ROLL RESONANCE Summary: The parametric roll resonance is a phenomenon, which has already been described in the midtwentieth century. However initially it was only considered as a threat to the stability of small ships. The approach to the issue changed after the year 1998, when on board of a post-panamax containership, 400 containers were lost and additional 400 were devastated due to parametric roll. The paper presents a description of the phenomenon and the mathematical models used in its analysis with particular emphasis put on the Mathieu equation. Nowadays the Mathieu equation is a key instrument used in the process of determining the conditions of the parametric roll resonance onset, since it allows to define the criteria of the ships vulnerability for the parametric rolling. The main goal of the paper is presentation of the results of the numerical simulations performed by employing the Mathieu equation and showing the parametric roll increase in time for a ship in a resonance area. It is also shown that parametric rolling can occur outside the resonance area. The extended conditions for the parametric rolling onset and increasing are defined based on literature and own calculations. The paper also presents the current state of the vulnerability criteria for the parametric rolling failure mode proposed by the IMO. Keywords: parametric roll resonance, safety of the ship, Mathieu equation