Analysis of the Relationship between Land Use, Development, and Construction near a Rail Traffic Station and Passenger Flow Volume: The Case of Tianjin Metro Line 1

2013 ◽  
Vol 357-360 ◽  
pp. 1856-1862 ◽  
Author(s):  
Su Hong Teng
Keyword(s):  
Land Use ◽  
Field Research ◽  
Flow Volume ◽  
Rail Network ◽  
Passenger Flow ◽  
Land Use Development ◽  
The One ◽  
The Relationship ◽  
Further Development ◽  
Rail Traffic

Tianjin Metro Line 1 opened to traffic in June 2006 and has now been in operation for seven years. During this time, Tianjin has grown and developed rapidly, and is facing land use, construction, and traffic challenges. This paper takes 20 stations along Tianjin Metro Line 1 as its research objects, and engages in field research and collection of essential materials and data to analyze the relationship between land use, development, and construction near the stations of Tianjin Metro Line 1 on the one hand and passenger flow volume on the other. On this basis, it offers suggestions for the further development of Tianjins rail network, including effective land utility mode and important facilities around the rail station that can increase passenger flow volume, improve land value and promote mutually benign development of both rail traffic and urban land.

scholarly journals A Review on the Significance of Integrated Transportation and Land Use Planning Model for the Planning of Urban Areas

2021 ◽  
Author(s):  
Sebastian Anju
Keyword(s):  
Land Use ◽  
Best Practices ◽  
Land Use Planning ◽  
Urban Areas ◽  
Planning Model ◽  
Housing Shortage ◽  
Mixed Land Use ◽  
Land Use Development ◽  
The Relationship ◽  
Travel Length

Planning for transportation infrastructure takes significant role in development of urban areas. Proper planning is needed for eliminating the problems like overcrowding, housing shortage, congestion etc. So there is a need of integrating transportation and land use. Transportation planning and the land use planning have to be done together. Integrating transportation with land use helps to decrease travel length and need to travel. Mixed land use development is more suitable for the urban areas. This paper critically reviews the importance of Integrated Transportation and Land Use planning (ITLUP) model in the planning of urban areas and applying this model as a solution for most of the problems facing in urban areas by analysing the best practices. The review also focuses on the relationship between land use and transportation by examining the parameters of ITLUP model.

Influence of Emergency Passenger Flow Distribution in Urban Rail Network

2012 ◽  
Vol 450-451 ◽  
pp. 295-301 ◽  
Author(s):  
Ling Hong ◽  
Jia Gao ◽  
Rui Hua Xu
Keyword(s):  
Flow Distribution ◽  
Urban Rail Transit ◽  
Rail Transit ◽  
Abstract Model ◽  
Flow Volume ◽  
Rail Network ◽  
Passenger Flow ◽  
Urban Rail ◽  
Passenger Flows ◽  
Urban Rail Transit Network

The emergency disposal of urban rail transit needs to accurately estimate the emergency range and total affected passenger flow volume. The urban rail transit network could be simplified to an abstract model which is easy to be analyst based on the graph theory method. Considering the actual network back-turning lines and vehicle storage tracks of urban rail network, the emergency range could be estimated effectively. The affected passenger flow could be classified as different kinds based on the different paths of passenger flow. The classification of passenger flow mainly includes “delay passenger flow”, “detour passenger flow” and “loss passenger flow”. Considering the emergency range, the different affected passenger flows could be superposed over time based on the abstract model, then the affected passenger flow volume and virtual loss time could be calculated out. The results could provide basis for the emergency disposal in urban rail transit. The example analysis is verified the feasibility of this method.

scholarly journals JUSTIFICATION OF THE CHOICE OF PUBLIC TRANSPORT SERVICE TYPE ON THE ROUTE

2021 ◽  
pp. 79-85
Author(s):  
Siarhei Skirkouski ◽  
Uladzimir Sedziukevich ◽  
Olha Svichynska
Keyword(s):  
Waiting Time ◽  
Public Transport ◽  
Flow Volume ◽  
Transport Operator ◽  
Passenger Flow ◽  
Passenger Travel ◽  
Urban Public Transport ◽  
Reasonable Choice ◽  
The Cost ◽  
The Relationship

Problem. Currently, there exist two main types of service on public transport routes – headway-based and timetable-based. They differ by the frequency of service at the stops and by the information available for passengers. The required frequency of service significantly affects transport operator costs and passenger travel time which, in turn, influences the cost for a passenger. One of the ways to reduce costs for both parties of the transportation process is to make a reasonable choice of the type of service or switch between the types during the day depending on the passenger flow volume. Goal. In the paper, to justify the choice of between the types of service, the cost of public transport vehicles operation and the losses of passenger travel times are taken into account. Methodology. The developed way of making a choice about the type of service allows increasing the efficiency of urban public transport due to reducing the passenger waiting time by switching from the headway-based service in rush hours to timetable-based service in the periods of passenger flow volume decline. Results. The relationship allowing making a decision about the type of service on the route is developed. It allows to correctly introduce the type of service which will ensure the balance between the transport operator and passenger costs. Originality. The developed approach to make a decision on the type of service allows reducing the passenger waiting time by switching from headway-based service in rush hours to the timetable-based service in the periods of decline in passenger flow volume during the day. Practical value. The results of the research based on the survey data allowed estimating the numerical value of the headway at which it is expedient to switch to the timetable-based service.

scholarly journals Deviation of Peak Hours for Urban Rail Transit Stations: A Case Study in Xi’an, China

2019 ◽  
Vol 11 (10) ◽  
pp. 2733 ◽  
Author(s):  
Lijie Yu ◽  
Quan Chen ◽  
Kuanmin Chen
Keyword(s):  
Temporal Distribution ◽  
Urban Rail Transit ◽  
Flow Volume ◽  
Passenger Flow ◽  
Urban Rail ◽  
Deviation Coefficient ◽  
Scale Design ◽  
The Relationship ◽  
The City

The inconsistencies of passenger flow volume between stations’ peak hours and cities’ peak hours have emerged as a phenomenon in various cities worldwide. Passenger flow forecasting at planning stages can only predict passenger flow volume in city peak hours and for the whole day. For some stations, the highest flow does not occur in the city peak hours, and station scale design is often too small. This study locates the formation mechanism of station peak in which the temporal distribution of the station is the superposition of different temporal distributions of the purpose determined by land-use attributes. Data from 63 stations in Xi’an, China, were then used to present an enlargement coefficient which can change the boarding and alighting volume in city peak hours to a station’s own peak hours. This was done by analyzing the inconsistencies of passenger flow volume between the station’s peak hours and the city’s peak hours. Morning peak deviation coefficient (PDC) and evening PDC were selected as datasets, and stations were classified accordingly. Statistics of land usage for every type of station showed that when the stations were surrounded by developed land, the relationship between the PDC and the commuter travel land proportion was to some extent orderly. More than 90.00% of stations with a proportion of commuter travel land that was more than 0.50 had PDCs under 1.10. All stations with a proportion of commuter travel land that was less than 0.50 had morning PDCs over 1.10. Finally, data from 52 stations in Chongqing, China were used to verify the findings, with the results in Chongqing predominantly corresponding to those in Xi’an.

The Change of Residential Space of Ede People in Buon Ma Thuot City after 1975

2020 ◽  
Vol 6 (2) ◽  
pp. 196-211
Keyword(s):  
Ethnic Groups ◽  
Cultural Practices ◽  
Field Research ◽  
Holistic Approach ◽  
Change Processes ◽  
Development Policies ◽  
The One ◽  
Political Economic ◽  
Residential Space ◽  
The Relationship

Over the last half century, there have been many changes taking place in the residential space of ethnic groups in Vietnam, especially those living in the Vietnamese Central Highlands, where the Vietnamese state has implemented a variety of important socio-economic development policies. Studying the residential space of the Vietnamese Central Highlanders, many authors have described the changes in housing architecture or their way of living, paying little attention to the relationship between changes in architecture and changes in indigenous people’s lifestyles, nor do they place these changes in a broader socio-political-economic context. Applying a holistic approach, based on field research conducted by the author during 2016-2017, this article seeks to analyse the complexity of change processes of the residential space of the Ede people in Buon Ma Thuot after 1975. The paper’s key argument is that the crucial changes in residential space, on the one hand, have resulted in acculturation between Ede and Kinh ethnic groups – in which the former accepted many cultural practices of the latter; on the other hand, have motivated them to preserve their traditional culture. Received 10th March 2020; Revised 18th April 2020; Accepted 24th April 2020

Multi-staged development of landslide slope after extreme hydro-meteorological event in 1997 (Beskid Wyspowy Mts, Polish Flysch Carpathians) 

2021 ◽  
Author(s):  
Joanna Caputa ◽  
Zuzanna Babicka ◽  
Elżbieta Gorczyca
Keyword(s):  
Land Use ◽  
Forest Cover ◽  
Agricultural Land ◽  
Field Research ◽  
Significant Events ◽  
Flysch Carpathians ◽  
Polish Carpathians ◽  
Further Development ◽  
Precipitation Events

<div> <p>The study is focused on a multi-staged development of slopes affected by landslides in Beskid Wyspowy Mountains, Polish Flysch Carpathians. The role of extreme 1997 hydro-meteorological event as well as successive events in years 1998-2017 in landslide triggering was particularly taken into account.   </p> </div><div> <p>The flysch Carpathians are characterized by large percentage of an area affected by landslides. Landslides occupy 30-70% of slopes in this area. Meanwhile, this region has high population density (approx. 130 people per km2), which combined with low inclination of slopes encourages people for settlement and agricultural land-use on slopes, including landslide slopes.  </p> </div><div> <p>Development of slopes in flysch Carpathians is currently progressing mainly during extreme hydro-meteorological events. One of the most significant events took place in 1997 and it was unique one in terms of both the rainfall total and its intensity. After this event approximately 20,000 landslides were created or reactivated in the Polish Carpathians.  </p> </div><div> <p>Six slope sections ranging from the foot to the top of the ridge were selected for the research. All these sections were transformed by landslides during the 1997 event. They are all located in the Beskid Wyspowy Mts., which is one of the regions most affected by landslides in Polish Flysch Carpathians in 1997.  </p> </div><div> <p>The degree of activation of landslide slopes in 1997 and thereafter was defined based on field research and the analysis of DTM and orthophotomaps. A number of parameters of the relief of activated landslides were analyzed in detail, including: their slope, network of drainage. Later these parameters were compared to the relief parameters in inactivated parts of landslides. </p> </div><div> <p>In one of the studied slope sections no landslides older than 1997 were detected. In other studied slope sections older landslides were present, covering up to 65% of the section’s area. The rejuvenation of landslides covered from 8 to 26% of the area of landslides existing before 1997. Main landslide activity was the formation of numerous secondary scarps, fissures and a fresh accumulation zones of colluvia. Most of landslides that occurred in 1997 occurred within the older landslide forms. As a result, the total area of the slopes affected by landslides increased by only 1.0-1.7% of the studied slopes’ area.  </p> </div><div> <p>The further development of the landslide slopes in the period 1997-2017 was investigated. Precipitation events occurring during that period, especially in 1998, 2001, 2010 2014, were analyzed in terms of their efficiency in transformation of the studied landslides. The changes in land use in activated parts of landslides were also analyzed. It was found that there was a significant increase in forest cover of 13-52% in activated parts of the landslides in 2017 compared to 1997. An increase in the diversity of the relief of landslide slopes and a greater mosaic of land use, especially a decrease in agricultural land for the benefit of the forest were found.</p> </div>

scholarly journals Coupling Research on Land Use and Travel Behaviors Along the Tram Based on Accessibility Measurement—Taking Nanjing Chilin Tram Line 1 as an Example

2019 ◽  
Vol 11 (7) ◽  
pp. 2034
Author(s):  
Yang Zhou ◽  
Caiyun Qian ◽  
Han Xiao ◽  
Jiachen Xin ◽  
Zixiong Wei ◽  
...  
Keyword(s):  
Land Use ◽  
Travel Demand ◽  
Present Situation ◽  
Rail Transit ◽  
Low Carbon ◽  
Passenger Flow ◽  
The Social ◽  
Volume Level ◽  
Travel Behaviors ◽  
The Relationship

The expansion of urban space makes citizens more dependent on cars, resulting in various urban environmental and traffic problems. Advocating low-carbon travel and building a sustainable low-carbon city are the major trends of urban development. Many scholars have pointed out that the urban spatial environment will lead residents to change their travel modes, but the residents’ travel patterns will also have an impact on the urban spatial layout. Based on the interaction between the two, most of the studies have been evaluated and studied from the level of rail transit and normal bus transit. The traffic volume level of trams lies between the rail transit and the normal public transit. However, the research and discussion on the relationship between the surrounding land use and residents’ travel behaviors are not yet perfect domestically. This paper takes Nanjing Chilin Tram Line 1 in China as the research object, combines the research of the the social attributes of the passengers who live along the tram line and the psychological accessing threshold of different travel purposes, provides analysis and evaluations of the coupling degree between the present situation of land use around its various stations and the residents’ actual travel demand with the measure of accessibility. The traffic volume level of trams lies between the rail transit and the normal public transit. However, the research and discussion on the relationship between the surrounding land use and residents’ travel behaviors are not yet perfect domestically. Taking Nanjing Chilin Tram Line 1 in China as the research object, this paper combines the research of the the social attributes of the passengers who live along the tram line and the psychological accessing threshold of different travel purposes. Furthermore, based on the measure of accessibility, it provides the analysis and evaluations of the coupling degree between the present situation of land use around its various stations and the residents’ actual travel demand. The research method of this paper is divided into three parts. Firstly, based on the questionnaire and OD survey, the coupling degree between the type of the station along the tram line and the distribution of passenger flow and the purpose of passenger travel is analyzed. Secondly, the KLP model is used to calculate and determine the effective influence range of the tram through the critical accessing distance for pedestrians psychologically. Based on different psychological thresholds for different purposes, the land use index within the influence range of the station is evaluated and analyzed, and the controlled circle of land use around each type of station is defined. Finally, the coupling degree between the actual land use status in each circle and residents’ psychological threshold with different purposes is analyzed, and the optimization strategy is proposed from the coupling degree between the overall station type & passenger flow along the line and the land use layout around the station & the residents’ psychological threshold.

Model of a Traffic Circle

2013 ◽  
Vol 380-384 ◽  
pp. 1729-1733
Author(s):  
Yan Hong Zhang
Keyword(s):  
Control Model ◽  
The Other ◽  
Critical Space ◽  
Flow Volume ◽  
Left Turn ◽  
Space Model ◽  
The Road ◽  
Calculation Results ◽  
The One ◽  
The Relationship

In this paper, the relationship between the number of entrance and exit, and traffic flow volume. When the number of entrance and exit is equal to 4 or greater than 4, and when the weaving section length is taken into consideration, the relationship has been studied in detail. For a given traffic circle, the road conditions in, around and out of the circle have been determined. We treat these calculation results as the reference criteria and construct two models. The one is regular critical space model and the other is two-left-turn phase control model. Finally, taken by the example of Lianban Circle in Xiamen, China, the above models have been tested and their strengths and weaknesses have been analyzed.

Analysis on Game Behaviors of Passengers in Emergency Evacuation in Subway Station

2011 ◽  
Vol 97-98 ◽  
pp. 576-582
Author(s):  
Ling Hong ◽  
Rui Hua Xu
Keyword(s):  
Emergency Evacuation ◽  
Subway Station ◽  
Rail Transit ◽  
Flow Volume ◽  
Evacuation Time ◽  
Passenger Flow ◽  
Emergency Event ◽  
Game Features ◽  
Special Environment ◽  
The Relationship

This paper proceeds from safety which is fundamental guarantee of rail transit sustainable development with the special environment of stations to analyze effects of passengers’ psychologies and behaviors and information of the emergency in the process of emergency evacuation, and studies the game features passengers and ‘emergency event’ and passengers in between. Firstly, single passageway is studied. Then the concept of relative density is presented, the relationship among evacuation time with passenger flow volume, running velocity of passengers, density, length and width of passageway are found out. Finally suggestions are made on contingency measures against the emergency.

Analysis of Maximum Expiratory Flow Volume Curves Using Canonical Correlation Analysis

1985 ◽  
Vol 24 (02) ◽  
pp. 91-100 ◽  
Author(s):  
W. van Pelt ◽  
Ph. H. Quanjer ◽  
M. E. Wise ◽  
E. van der Burg ◽  
R. van der Lende
Keyword(s):  
Correlation Analysis ◽  
Canonical Correlation Analysis ◽  
Canonical Correlation ◽  
Flow Volume ◽  
Non Linear ◽  
Maximum Expiratory Flow ◽  
Expiratory Flow ◽  
Relationship Of ◽  
The Relationship ◽  
Age And Sex

SummaryAs part of a population study on chronic lung disease in the Netherlands, an investigation is made of the relationship of both age and sex with indices describing the maximum expiratory flow-volume (MEFV) curve. To determine the relationship, non-linear canonical correlation was used as realized in the computer program CANALS, a combination of ordinary canonical correlation analysis (CCA) and non-linear transformations of the variables. This method enhances the generality of the relationship to be found and has the advantage of showing the relative importance of categories or ranges within a variable with respect to that relationship. The above is exemplified by describing the relationship of age and sex with variables concerning respiratory symptoms and smoking habits. The analysis of age and sex with MEFV curve indices shows that non-linear canonical correlation analysis is an efficient tool in analysing size and shape of the MEFV curve and can be used to derive parameters concerning the whole curve.

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