Testing of the Calibration Model ONERA M4 in the Subsonic Wind Tunnel T-35

Total Page:16

File Type:pdf, Size:1020Kb

Testing of the Calibration Model ONERA M4 in the Subsonic Wind Tunnel T-35 Scientific Technical Review,Vol.LIV,No.3-4,2004 45 UDK: 533.6.011.72:623.451.74 COSATI: 01-01 Testing of the Calibration Model ONERA M4 in the Subsonic Wind Tunnel T-35 Goran Ocokoljić, BSc (Eng)1) In this paper, testing results of the calibration model ONERA M4 in the wind tunnel T-35, VTI, at Mach number M=0.25 are shown. The paper also contains comparative analysis with the testing results of ONERA M1 model in the wind tunnel N.A.E. 5ft x 5ft. Testing conditions for both model M4 and model M1 are the same. The goal is to check the functionality and reliability of the model support system (MSS) and establish its influence on the flow parameters in the wind tunnel test section. Six-component balance ABLE 2” MK XVIII is used for measuring the aerodynamic forces and moments. Key words: aerodynamic testing, aerodynamic model, aerodynamic tunnel, subsonic flow. Labels Introduction LOW quality research in wind tunnels is a significant C − drag coefficient x Fpart of experimental aerodynamics, which includes a − side force coefficient Cy number of different methods. C − lift coefficient First, there are methods based on pressure distribution z measurements with probes or scanning devices. These − rolling moment coefficient C1 methods enable the determination of velocity field and − pitching moment coefficient Cm pressure field, calculation of the Mach number of flow − yawing moment coefficient Cn examination of boundary layer nature and width, etc. C − base drag coefficient Second significant group encompasses anemometric xb methods: laser Doppler anemometry, hot-wire and hot-film − base pressure coefficient Cpb anemometry, acoustic anemometry, anemometry based on D − diameter of the model, (m) particles image, etc. These methods enable direct − diameter of the model base, (m) Db measurement of flow velocity, determination of flow L − length of the model, m velocity vector field, Mach number and turbulence − referent length of the model, (m) intensity. Lref 2 Unavoidable methods for flow quality examination are − area of the model base, (m ) Sb also visualization methods. Optical methods are dominant, − referent area of the model, (m2) Sref with the largest possibilities and the broadest applications M − Mach number (Schlieren method, holography and holographic interferometry). There are also visualization methods with p − base pressure, (bar) b smoke, threads, coats, etc. Methods for Reynolds number − static pressure, (bar) pst and aerodynamic noise are also used. − total pressure, (bar) Confirmation of flow quality in the test section and its p0 q − dynamic pressure, (bar) verification are possible after testing of calibration (standard) models, comparing results obtained in the test Re − Reynolds number with the results obtained in the tests of the same model in − total temperature, (К) T0 internationally recognised laboratories α − angle of attack, (º) In this test, calibration model ONERA M4 is used. β − sideslip angle, (º) ONERA models are made on several scales, to enable φ − rolling angle, º comparison of results obtained in a number of wind tunnels ONER − Office National d’Etudes et de Recherches with different test section dimensions. As this was the first A Aeronautiques testing of ONERA M4 model in this velocity range, results N.A.E. − National Aeronautical Establishment which are obtained are compared with the results of testing ONERA M1 model in the wind tunnel N.A.E. 5ft x 5ft, under the same aerodynamic conditions. 1) Military Technical Institute (VTI), Ratka Resanovića, 11132 Belgrade, SERBIA 46 G.OCOKOLJIĆ: TESTING OF CALIBRATION MODEL ONERA M4 IN THE SUBSONIC WIND TUNNEL T - 35 Test includes the determination of model aerodynamic 75% of the diameter of the model base. Sting is cylindrical coefficients, based on which qualitative estimation of at the length of three diameters of the model base, and its functionality and reliability of the wind tunnel's T-35 new rear part is a cone with the angle of 15˚. test section “C”, and also preliminary estimation of the test Experimental results of testing ONERA M1 model in the section flow quality. wind tunnel N.A.E. 5ft x 5ft were used in comparative In this article, testing results are shown in the form of analysis, and therefore the basic geometric parameters of tables and diagrams. both models are given in Table 1. Along with the calibration model ONERA M4, the wind tunnel T-35, instrumentation, methods of data acquisition Table 1. and reduction, and the course of experiment, are described. Fuselage Wing Wing Fuselage Maximum cross- I Comparative analysis of the results of aerodynamic ONERA diameter area span sat length section model [m] coefficients measurement is also given. In the conclusion, [m] [m2] [m] [m] [ m2 ] results of the examination are summed up. M1 0.036 0.011 0.287 0.040 0.309 0.0015 M4 0.102 0.088 0.800 0.112 0.861 0.0079 Experiment Testing of the calibration model ONERA M4 in the wind tunnel T-35 is a part of the project of flow quality research in the test section “C“. The goal is to check the functionality of the model support system (MSS), which is a part of the test section “C“, and determine the aerodynamic characteristics of the model. Experiment included testing of the calibration model ONERA M4 in subsonic velocity range, in the wind tunnel T-35 test section “C”, for the range of the angle of attack -6˚ < α < +6˚, with increment 1˚, and the rolling angles of φ = 0˚ and φ = 180˚. Testing with these rolling angles was intended to check the repeatability of results. Another goal was the preliminary estimation of flow quality in the test section, taking into account the difference between the obtained values of aerodynamic coefficients. Figure 1. ONERA M4 calibration model Model ° 0 ° 0 0 ONERA has designed the family of models for the 0 , 0 3 0 13,49 , purpose of testing them in its own wind tunnels. Nowadays, 3 these models are used as standard for checking and controlling the new wind tunnel installations. To test the functionality and reliability of the model support system 102 25,3 (MSS) in the wind tunnel T-35, and for preliminary 15,24 estimation of the flow quality, a model from ONERA family 800 is used. 168,65 286,32 The wing span of the series of ONERA models ranges from 0.3m to 1.0m. These models have extremely high Ø64,43 accuracy of manufacture; maximum error does not exceed 0.03mm. Labels of the models are M1, M2, M3, M4 and 67,46 5 2 47,56 101,2 , M5, depending on their scale [6]. 5 0 ° 0 ONERA М4 model (Fig.1) has internal space of adequate 0 ° 0 5 , size for setting up six-component wind tunnel balance 7 172,87 4 ABLE 2” МК XVIII, with diameter of 50.8 mm (Fig.3). Geometric characteristics of the model are shown in the Fig.2, with the fuselage diameter of 102mm. Airfoils of the wing, and airfoils of the horizontal and vertical tails are 50,59 symmetrical, of “peaky” type, with maximum thickness of 112 10.5% at the 37.5% of the chord. The angle between the 861.8 6 168,64 leading edge of the swept wing and the fuselage axis is 30º, 738,69 0 , 0 0 0 aspect ratio of the wing is 7.31, and its installation angle is 615,66 ° 4º with relation to the fuselage axis. The angles between the 192 leading edge of the horizontal and vertical tails and the 425,56 fuselage axis are 37.5º and 47.5º, respectively. The cylindrical fuselage has three sections. The wing and the 286,7 horizontal tail have dihedral angle of 3º and they are not warped. The model is designed for the installation on the sting (Fig.4) with strictly defined geometry. The sting diameter is Figure 2. The basic geometric characteristics of ONERA M4 model G.OCOKOLJIĆ: TESTING OF CALIBRATION MODEL ONERA M4 IN THE SUBSONIC WIND TUNNEL T - 35 47 combination of fan and injector. The value of the total pressure in the test section is 1 bar using fan only, and up to 1.52 bar with the fan and injector combination. Theoretically speaking, the duration of the test with fan only is unlimited, and with the combination of fan and injector is up to 120 s. Instrumentation and data acquisition Absolute pressure transducer, manufactured by Mensor, with Bourdon quartz pipe, is used for measuring the total pressure P0 in the test section. The transducer is pneumatically connected with the Pitot probe, located in the upper part of the collector. The range of the transducer is 1.65 bars. Non-linearity and hysteresis of these transducers are 0.02% F.S. The transducer is calibrated along with the system for data acquisition. Static and total pressure difference Pst-P0 is measured by differential pressure transducer, manufactured by Druck, with the range of 0.07 bars. Measurement points are openings on the wind tunnel wall, at the exit of the collector. Non-linearity and hysteresis of these transducers are 0.02% F.S. The calibration procedure for this transducer Figure 3. Internal six-component wind tunnel balance ABLE 2” МК XVIII is the same as the procedure for the total pressure transducer. Total temperature T0 is measured by RTD probe, which is placed on the same support as the probe for total pressure. The transducer accuracy is ± 0.5 K. Resolvers, located in the mechanism for model movement, measure the angle of attack, sideslip angle and rolling angle of the model. Output of the accurate digital watch is used as time base for data segmentation, and it is sampled along with other transducer signals.
Recommended publications
  • DLA Piper. Details of the Member Entities of DLA Piper Are Available on the Website
    EUROPEAN PPP REPORT 2009 ACKNOWLEDGEMENTS This Report has been published with particular thanks to: The EPEC Executive and in particular, Livia Dumitrescu, Goetz von Thadden, Mathieu Nemoz and Laura Potten. Those EPEC Members and EIB staff who commented on the country reports. Each of the contributors of a ‘View from a Country’. Line Markert and Mikkel Fritsch from Horten for assistance with the report on Denmark. Andrei Aganimov from Borenius & Kemppinen for assistance with the report on Finland. Maura Capoulas Santos and Alberto Galhardo Simões from Miranda Correia Amendoeira & Associados for assistance with the report on Portugal. Gustaf Reuterskiöld and Malin Cope from DLA Nordic for assistance with the report on Sweden. Infra-News for assistance generally and in particular with the project lists. All those members of DLA Piper who assisted with the preparation of the country reports and finally, Rosemary Bointon, Editor of the Report. Production of Report and Copyright This European PPP Report 2009 ( “Report”) has been produced and edited by DLA Piper*. DLA Piper acknowledges the contribution of the European PPP Expertise Centre (EPEC)** in the preparation of the Report. DLA Piper retains editorial responsibility for the Report. In contributing to the Report neither the European Investment Bank, EPEC, EPEC’s Members, nor any Contributor*** indicates or implies agreement with, or endorsement of, any part of the Report. This document is the copyright of DLA Piper and the Contributors. This document is confidential and personal to you. It is provided to you on the understanding that it is not to be re-used in any way, duplicated or distributed without the written consent of DLA Piper or the relevant Contributor.
    [Show full text]
  • The Urban Rail Development Handbook
    DEVELOPMENT THE “ The Urban Rail Development Handbook offers both planners and political decision makers a comprehensive view of one of the largest, if not the largest, investment a city can undertake: an urban rail system. The handbook properly recognizes that urban rail is only one part of a hierarchically integrated transport system, and it provides practical guidance on how urban rail projects can be implemented and operated RAIL URBAN THE URBAN RAIL in a multimodal way that maximizes benefits far beyond mobility. The handbook is a must-read for any person involved in the planning and decision making for an urban rail line.” —Arturo Ardila-Gómez, Global Lead, Urban Mobility and Lead Transport Economist, World Bank DEVELOPMENT “ The Urban Rail Development Handbook tackles the social and technical challenges of planning, designing, financing, procuring, constructing, and operating rail projects in urban areas. It is a great complement HANDBOOK to more technical publications on rail technology, infrastructure, and project delivery. This handbook provides practical advice for delivering urban megaprojects, taking account of their social, institutional, and economic context.” —Martha Lawrence, Lead, Railway Community of Practice and Senior Railway Specialist, World Bank HANDBOOK “ Among the many options a city can consider to improve access to opportunities and mobility, urban rail stands out by its potential impact, as well as its high cost. Getting it right is a complex and multifaceted challenge that this handbook addresses beautifully through an in-depth and practical sharing of hard lessons learned in planning, implementing, and operating such urban rail lines, while ensuring their transformational role for urban development.” —Gerald Ollivier, Lead, Transit-Oriented Development Community of Practice, World Bank “ Public transport, as the backbone of mobility in cities, supports more inclusive communities, economic development, higher standards of living and health, and active lifestyles of inhabitants, while improving air quality and liveability.
    [Show full text]
  • The Mobility Opportunity Improving Public Transport to Drive Economic Growth
    The Mobility Opportunity Improving public transport to drive economic growth. A research project commissioned by Siemens AG Contents 1. Executive summary 5 Why transport matters 5 A unique study 5 Key findings 6 Pointers for investment strategies 7 2. How the study was conducted 9 Scope of study 9 The true cost of transport 9 High-level approach 10 Economic audit 10 3. The economic opportunity 11 Cost and the size of the prize today 11 How cost and opportunity will change by 2030 13 4. How cities compare 17 Well-established cities 17 High density compact centres 17 Emerging cities 19 5. Pointers for investment strategies 21 The scale of the opportunity should dictate the level of investment 21 Using technology to improve quality may be the best route to economic uplift 24 Urban rail networks are a key way for larger cities to meet capacity demand 25 Integrated governance is crucial in planning and operating an efficient network 27 Appendix 1: Selected investment cases 29 Appendix 2: City profiles 35 Appendix 3: Methodology 71 Overview of approach 71 Key principles 72 Appendix 4: Technical audit 75 3 “Efficient transport can attract economic activity to cities, and boost productivity by improving connectivity and reducing time lost to travel” 4 1. Executive Summary Why transport matters cities face a need to upgrade and supplement existing infrastructure to meet modern requirements. Transport plays a key role in economic growth Cities account for around 80% of the world’s economic In other cities, such as Tokyo and Seoul, relatively recent output, and drive an even higher share of global growth.
    [Show full text]
  • Issue #30, March 2021
    High-Speed Intercity Passenger SPEEDLINESMarch 2021 ISSUE #30 Moynihan is a spectacular APTA’S CONFERENCE SCHEDULE » p. 8 train hall for Amtrak, providing additional access to Long Island Railroad platforms. Occupying the GLOBAL RAIL PROJECTS » p. 12 entirety of the superblock between Eighth and Ninth Avenues and 31st » p. 26 and 33rd Streets. FRICTIONLESS, HIGH-SPEED TRANSPORTATION » p. 5 APTA’S PHASE 2 ROI STUDY » p. 39 CONTENTS 2 SPEEDLINES MAGAZINE 3 CHAIRMAN’S LETTER On the front cover: Greetings from our Chair, Joe Giulietti INVESTING IN ENVIRONMENTALLY FRIENDLY AND ENERGY-EFFICIENT HIGH-SPEED RAIL PROJECTS WILL CREATE HIGHLY SKILLED JOBS IN THE TRANS- PORTATION INDUSTRY, REVITALIZE DOMESTIC 4 APTA’S CONFERENCE INDUSTRIES SUPPLYING TRANSPORTATION PROD- UCTS AND SERVICES, REDUCE THE NATION’S DEPEN- DENCY ON FOREIGN OIL, MITIGATE CONGESTION, FEATURE ARTICLE: AND PROVIDE TRAVEL CHOICES. 5 MOYNIHAN TRAIN HALL 8 2021 CONFERENCE SCHEDULE 9 SHARED USE - IS IT THE ANSWER? 12 GLOBAL RAIL PROJECTS 24 SNIPPETS - IN THE NEWS... ABOVE: For decades, Penn Station has been the visible symbol of official disdain for public transit and 26 FRICTIONLESS HIGH-SPEED TRANS intercity rail travel, and the people who depend on them. The blight that is Penn Station, the new Moynihan Train Hall helps knit together Midtown South with the 31 THAILAND’S FIRST PHASE OF HSR business district expanding out from Hudson Yards. 32 AMTRAK’S BIKE PROGRAM CHAIR: JOE GIULIETTI VICE CHAIR: CHRIS BRADY SECRETARY: MELANIE K. JOHNSON OFFICER AT LARGE: MICHAEL MCLAUGHLIN 33
    [Show full text]
  • The Bulletin NEW YORK RAILWAYS STREET CARS QUIT 80
    ERA BULLETIN — AUGUST, 2016 The Bulletin Electric Railroaders’ Association, Incorporated Vol. 59, No. 8 August, 2016 The Bulletin NEW YORK RAILWAYS STREET CARS QUIT 80 Published by the Electric YEARS AGO Railroaders’ Association, Incorporated, PO Box by Bernard Linder 3323, New York, New York 10163-3323. (Continued from June, 2016 issue) CABLE AND ELECTRIC CARS RE- and the box number would be recorded on For general inquiries, tape. contact us at bulletin@ PLACE HORSE CARS On May 25, 1893, the cable cars started erausa.org. ERA’s Broadway horse cars started operating on th website is or about June 22, 1885. To provide food and running on Broadway between W. 59 Street www.erausa.org. medical care for its fleet of 3,500 horses, the and Bowling Green. At first 65 cable cars were available, but 55 horse cars were still Editorial Staff: company built a four-story addition to its sta- Editor-in-Chief: bles located on the block bounded by Sixth operating due to the shortage of expert grip- Bernard Linder Avenue, W. 50th Street, Seventh Avenue, and men. Until they were able to handle the cars Tri-State News and W. 51st Street. Each horse made three round in heavy traffic, the cable south of Houston Commuter Rail Editor: trips between the Battery and Central Park Street was operated at 6 miles per hour. New Ronald Yee drums were installed which increased the North American and World every two days (15 miles per day). News Editor: Because electric traction was not perfected speed north of Houston Street from 6 to 8 Alexander Ivanoff in 1886, several companies experimented miles per hour.
    [Show full text]
  • The New Anatolian Metro of Istanbul G
    Zurich, 10/12/2009 Tunnelling in urban area The new Anatolian Metro of Istanbul G. Astore ([email protected]), G. Quaglio ([email protected]) and G. Pradella ([email protected]) Geodata SpA, Torino, Italy The new metro line of Istanbul from Kadikoy to Kartal is 21.7km long with 16 stations, crossing the densely-populated Anatolian side of the city and a significant part of the line is located beneath the E5/D100 motorway. The line is designed to be completely underground, with a variable cover of 25-35m, such that all the stations, the turn-out tunnels and more than 50% of the running tunnels are excavated with conventional methods. Tunnelling in this densely-populated urban area is associated with a number of problems such as lack of space for stations and access shafts (more than 20 access shafts are required), interference with valuable buildings and the need to maintain traffic on critical roads during construction. Moreover, the complex contractual constraints, the heterogeneous geological conditions comprising mainly of sedimentary rocks with volcanic intrusions, and the high level of seismicity of the region, presents a great challenge for the Designers and Contractors. In this article a number of examples are presented where an appropriate and agreed management of risks has allowed to face and to solve a number of critical design and construction issues during excavation works. At the time of writing of this article, in a little more than a year and a half after the start of the construction, more than 60 excavation fronts are opened and a large part of the excavations have been successfully completed, allowing to meet contractual deadlines.
    [Show full text]
  • HİSAR SCHOOL New Teachers' Survival Guide 2015-2016
    HİSAR SCHOOL New Teachers’ Survival Guide 2015-2016 Contents WELCOME TO HISAR SCHOOL! ................................................................................................................ 4 MISSION ................................................................................................................................................... 4 HİSAR EDUCATIONAL FOUNDATION ........................................................................................................ 4 TURKEY AND ISTANBUL ........................................................................................................................... 5 GENERAL INFORMATION ......................................................................................................................... 5 LOCATION ................................................................................................................................................ 5 CLIMATE ................................................................................................................................................... 5 HISTORY ................................................................................................................................................... 6 MOVING TO ISTANBUL ............................................................................................................................ 7 WORK PERMIT ......................................................................................................................................... 7 GETTING
    [Show full text]
  • Sustainable Urban Mobility: the Example of Istanbul
    Division 44 Water, Energy, Transport Sustainable Urban Mobility: The Example of Istanbul A Short Survey Case Studies in Sustainable Urban Transport #3 About the author Maik Hennig (44) is an Industrial Engineer graduated from universities of applied science in Kiel and Stuttgart (Germany). He has been engaged in implementing railroad projects and infrastructure investments in Europe and Africa since more than 15 years. Currently working as expert to the Turkish Ministry of Transportation on behalf of German Techni- cal Cooperation (GIZ) and European Invest- ment Bank (EIB) his fields of activities are technical feasibility and compatibility in the rail and transport sectors, societal mobility, common benefit of public transport and sus- tainability of related services and facilities. Acknowledgement Special thanks go to our expert reviewer Sibel Bulay (EMBARQ) for review and valuable comments. All remaining errors are the sole responsibility of the authors. Sustainable Urban Mobility: The Example of Istanbul A Short Survey Case Studies in Sustainable Urban Transport #3 Disclaimer Findings, interpretation and conclusions expressed in this document are based on the information gained by the author and from the contributors. GIZ does not guarantee the accuracy or com- pleteness of information in this document and cannot be held responsible for any errors, omissions or losses, which emerge from its use. IMPRINT Author: Maik Hennig Editor: Deutsche Gesellschaft für Internationale Zusammenarbeit (GIZ) GmbH P. O. Box 5180 65726 Eschborn, Germany http://www.giz.de Division 44 – Water, Energy, Transport Sector Project "Transport Policy Advisory Services" On behalf of Federal Ministry for Economic Cooperation and Development (BMZ) Division 313 – Water, Energy, Urban Development P.
    [Show full text]
  • Fact Sheet 2019-2020 Academic Year
    FACT SHEET 2019-2020 ACADEMIC YEAR I. CONTACT INFORMATION NAME OF UNIVERSITY Altınbaş University NAME OF DEPARTMENT Erasmus Office Burcu Atalay Emre–Erasmus Institutional Coordinator Yeşim Sertcan– Erasmus Specialist CONTACT PERSON(S) Betül Sözsav- Erasmus Assistant Specialist Selin Meral- Erasmus Assistant Specialist Aybüke Çalışkan- Erasmus Assistant Specialist MAILING ADDRESS Mahmutbey Dilmenler Cad. No: 26 Bağcılar / İstanbul TURKEY TELEPHONE +90(212) 604 0100 Ext: 4114, 1176,1179,1195,1409 EMAIL ENQUIRIES [email protected] http://www.altinbas.edu.tr/en WEB ADDRESS FOR EXCHANGE http://www.altinbas.edu.tr/en/erasmus-eng/incoming-students COURSE CATALOGUE ects.altinbas.edu.tr II. ACADEMIC DATES The orientation day will be held one week before the start of the courses. Students will ORIENTATION be informed. ACADEMIC CALENDAR CLICK COURSE SCHEDULE CLICK III. ADMISSION REQUIREMENTS Semester 1 (Autumn) / Full Year: 15 JULY APPLICATION DEADLINES Semester 2 (Spring) : 15 NOVEMBER ENGLISH LANGUAGE B2 Level PROFICIENCY REQUIREMENT OTHER ELIGIBILITY Minimum one years’ study at home institution at University level education for all degree level REQUIREMENTS programmes. - Incoming Application Form - Learning Agreement - Official University Academic Transcript REQUIRED DOCUMENTS - Scanned copy of passport - 1 Passport Photograph (Signed and scanned versions to be sent to [email protected]) IV. ACADEMIC INFORMATION Students must take a minimum of 60 credits per semester (30 ECTS) and 120 credits (60 CREDITS ECTS) per academic year. Students are advised to check Altınbaş University curriculums and course contents (Please check the Course Catalogue : ects.altinbas.edu.tr) COURSES Students are allowed to take courses provided in English upon the approval of their sending institution.
    [Show full text]
  • The Bulletin
    The ERA BULLETIN — NOVEMBER, 2015 Bulletin Electric Railroaders’ Association, Incorporated Vol. 58, No. 11 November, 2015 The Bulletin CONTRACT 4 SUBWAY Published by the Electric CONSTRUCTION CONTROVERSY Railroaders’ Association, Incorporated, PO Box (Continued from October, 2015 issue) 3323, New York, New York 10163-3323. by Bernard Linder During his first year as BMT’s Chairman of tracks, two of which are through tracks hav- For general inquiries, the Board, Mr. Dahl made several improve- ing no platform facilities. Because of these contact us at bulletin@ erausa.org. ERA’s ments that could be made quickly. In his limited facilities and because of the dam at website is book, Transit Truths, he lists other improve- Chambers Street, Manhattan, due to the lack www.erausa.org. ments, including the controversial Ashland of the Nassau-Broad Street Extension, the Place Connection. BMT cannot operate more than 60 trains per Editorial Staff: He states, “The proposed connection be- hour in one direction through DeKalb Avenue Editor-in-Chief: Bernard Linder tween the Fulton Street ‘L’ and the Fourth station in the rush period when it should be Tri-State News and Avenue Subway at Ashland Place (2 blocks possible, if the city would carry out its con- Commuter Rail Editor: east of Flatbush Avenue) is the shortest cut tract, for this Company to operate at least 90 Ronald Yee to additional rapid transit service for the peo- trains per hour during the rush periods in the North American and World News Editor: ple of Brooklyn and lower Manhattan. morning and evening.” Alexander Ivanoff “At the November, 1923 meeting of the Editor’s Note: After reading Mr.
    [Show full text]
  • The Design of a Metro Network Using a Genetic Algorithm
    applied sciences Article The Design of a Metro Network Using a Genetic Algorithm Aleksander Król 1,* and Małgorzata Król 2 1 Faculty of Transport, Silesian University of Technology, Krasi´nskiego8, 40-019 Katowice, Poland 2 Faculty of Energy and Environmental Engineering, Silesian University of Technology, Konarskiego 18, 44-100 Gliwice, Poland; [email protected] * Correspondence: [email protected]; Tel.: +48-326-034-120 Received: 30 December 2018; Accepted: 26 January 2019; Published: 28 January 2019 Featured Application: A quick method that allows one to obtain a draft of a metro network. Abstract: The process of planning the metro system is very complex. This is due to the large amount of required input data originating from many domains. Additionally, the required extraordinary budget makes the design phase difficult and forces some trade-offs to meet most expectations. Designing a metro system requires often a multi-variant analysis to examine possible future ways of urban agglomeration development. In such circumstances there is a need to apply an efficient method, which allows for obtaining a draft design of a metro system. This paper presents an application of a genetic algorithm for two stages of a metro system design. The first stage determines the layout of metro stations, which optimally meets the transportations demands of the inhabitants. The second stage generates the optimal topology of lines connecting the stations, taking into account the minimization of construction costs and the total travel time of all passengers. The parameters, which control the operation of the optimization procedures, were tuned with the use of the Taguchi method.
    [Show full text]
  • ISTANBUL CASE STUDY TRANSIT COSTS PROJECT Transitcosts.Com
    ISTANBUL CASE STUDY TRANSIT COSTS PROJECT transitcosts.com Elif Ensari - Eric Goldwyn - Alon Levy Marron Institute of Urban Management, New York University OUTLINE • Introduction - How Istanbul became a global leader in rail construction - Our main takeaways • Cases - M4 Kadikoy – Kartal - Marmaray - M9 Atakoy- İkitelli • Challenges to building rail in Istanbul ISTANBUL M1A (LRT) Year: 2000 1 line, 16km (10 miles) ISTANBUL M1A-M1B M2 M3 BC1 M4 Year: 2014 5 lines, 100km (62 miles) ISTANBUL M1A-M1B + extension M2 M3 + extensions BC1 M4 + extensions M5 M6 M7 M8 M9 M10 M11 M12 M13 Year: 2029 14 lines, 345km (214 miles) ISTANBUL Global Weighted Average cost/km : $210 M Istanbul’s Weighted Average cost/km : $127 M HOW SO FAST? How Istanbul became a global leader in rail construction • Background - Rapid growth - Policies encouraging public + private involvement - The construction sector HOW SO CHEAP? Our main takeaways • Learning from the world • Steady stream of projects • Competition in the market - Cultivation of a rail construction eco-system • Improvement of the procurement and preliminary design process - Procurement of the preliminary design - Establishment of the Rail Systems Projects Directorate - Evolution of Design-Bid-Build to Design-Build • Flexibility on the agency and contractor’s side • Adoption of technology - Equipment pools - University collaboration in innovation - BIM (3D models) CASES M4 KADIKOY – KARTAL “flexibility” Owner Agency: Rail Systems Directorate, Istanbul Metropolitan Municipality (IMM) Cost: $170 M/km Length: 21.7 km 16 stations Speed: 3 km/year (2005-(2008)-2012) Issues/Highlights - Complicated timeline: - Major design changes and re-tendering - Collaboration between the agency and contractors - Blast drilling/NATM vs.
    [Show full text]