The main aim of this dissertation is to develop a strategic modelling tool to assess the provision of additional airport capacity in Britain, with a particular focus on London and the South East, using the Infrastructure Transitions Research Consortium’s Transport Demand and Capacity Assessment model.
Airport capacity is principally set by the capacity of its terminal(s) and runways. Over time, some growth is expected. The Davies Commission is currently reviewing the case for additional airport capacity in the London area, either by building a new airport or by expanding existing airports. This growth might be offset by a fuel price increase. In Heathrow (LHR) and other airports in the South East England there might be suppressed demand and some of this demand is either going to move to other airports or remain suppressed. This phenomenon has not yet been included in the Infrastructure Transitions Research Consortium’s Transport Demand and Capacity Assessment model (ITRC model). This dissertation is analysing the current passenger demand and also attempts to assess the future demand and specifically to determine the results of the possible knock-on effects to the airports of the region.
Further objectives of this study are:
• To review the work of the Airport Commission and the related literature.
• To review work on modelling the demand for and supply of airport infrastructure.
• To adapt the ITRC model so as to incorporate cross effects between airports.
Traffic congestion have a big impact on our personal life, career, future and even our safety. it causes stress, annoy and frustrate us. the traffic jams burns fuel at a higher rate .
The high fuel consumption hiked fares for public means and it also contributes greatly to the amount of emissions of greenhouse gases that create air pollution and eventually global warming.
we trying here partially to solve this problem in critical segments such as bridge, viaduct or tunnel etc. by using Excel simulation for Flow – Density relationship.
Presentation from NORTHMOST - a new biannual series of meetings on the topic of mathematical modelling in transport.
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The focus of the meetings will alternate; NORTHMOST 02 - planned for Spring 2017 - will be led by practitioners who are modelling experts. Practitioners will give presentations, with academic researchers in the audience. In addition to giving a forum for expert practitioners to meet and share best practice, a key aim of the series is to close the gap between research and practice, establishing a feedback loop to communicate the needs of practitioners to those working in university research.
Detailed description of Capacity and Level of service of Multi lane highways based on Highway Capacity Manual (HCM2010) along with one example for finding LOS of a highway
Traffic congestion have a big impact on our personal life, career, future and even our safety. it causes stress, annoy and frustrate us. the traffic jams burns fuel at a higher rate .
The high fuel consumption hiked fares for public means and it also contributes greatly to the amount of emissions of greenhouse gases that create air pollution and eventually global warming.
we trying here partially to solve this problem in critical segments such as bridge, viaduct or tunnel etc. by using Excel simulation for Flow – Density relationship.
Presentation from NORTHMOST - a new biannual series of meetings on the topic of mathematical modelling in transport.
Hosted at its.leeds.ac.uk, NORTHMOST 01 focussed on academic research, to encourage networking and collaboration between academics interested in the methodological development of mathematical modelling applied to transport.
The focus of the meetings will alternate; NORTHMOST 02 - planned for Spring 2017 - will be led by practitioners who are modelling experts. Practitioners will give presentations, with academic researchers in the audience. In addition to giving a forum for expert practitioners to meet and share best practice, a key aim of the series is to close the gap between research and practice, establishing a feedback loop to communicate the needs of practitioners to those working in university research.
Detailed description of Capacity and Level of service of Multi lane highways based on Highway Capacity Manual (HCM2010) along with one example for finding LOS of a highway
Presentation by Prof. Gerard De Jong delivered on on 20 March 2014 at International Freight Transport Modelling Workshop 2014 http://bit.ly/1o0vxAh
www.its.leeds.ac.uk/people/g.de+jong
KatRisk RAA 2016 presentation highlights the developments in hyper-resolution flood maps, sea-surface conditioned catastrophe models, and open source modeling.
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This work is an assignment on the course of 'Mathematics for Decision Making'. I think, it will provide some basic concept about transportation problem in linear programming.
Presentation by Prof. Gerard De Jong delivered on on 20 March 2014 at International Freight Transport Modelling Workshop 2014 http://bit.ly/1o0vxAh
www.its.leeds.ac.uk/people/g.de+jong
KatRisk RAA 2016 presentation highlights the developments in hyper-resolution flood maps, sea-surface conditioned catastrophe models, and open source modeling.
Transportation Problem In Linear ProgrammingMirza Tanzida
This work is an assignment on the course of 'Mathematics for Decision Making'. I think, it will provide some basic concept about transportation problem in linear programming.
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ayisha irshad ppt Subjected presentation is based on a research paper by
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University Road, Leeds LS2 9JT, UK Published online: 10 Jun 2015.
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A genetic algorithm is used to solve the Centralised Peak-Load Pricing model on the European Air Traffic Management system. The Stackelberg equilibrium is obtained by means of an optimisation problem formulated as a bilevel linear programming model where the Central Planner sets one peak and one off-peak en-route charge and the Airspace Users choose the route among the available alternatives.
In many countries, cities are expanding in terms of size, number residents and visitors, etc. The resulting increase in concentration of people, with their mobility needs, causes major traffic and transportation problems in and around our cities. Next to the economic impacts due to delay and unreliability of travel time, concerns regarding safety and security, emissions and sustainability become more and more urgent.
ITS (Intelligent Transportation Systems) hold the potential to reduce these issues. In the past decade, we have been more and more successful in making better use of the available infrastructure by using traditional ITS measures. As we will show in this talk, key to this success has been in achieving a profound understanding of what are the key phenomena that characterise network traffic flows, and designing solutions that capitalise on this.
The playing field is however rapidly changing. For one, we see a transition from road-side to in-car technology in terms of sensing and actuation. This provides great opportunities, but making best use of these is not trivial and requires a paradigm shift in the way we think about managing traffic flows where collaboration between the old stakeholders (e.g. road authorities) and the new stakeholders (e.g. companies like Google, and TomTom) becomes increasingly important. This will be illustrated in this talk by some examples showing how we can put the transition to in-car traffic management to use, both in terms of making optimal use of the new data sources and the use of the car as an actuator.
With respect to the latter, we will see that even for low penetration levels, which will occur in the transition phase towards a more highly automated traffic stream, considerable impacts can be achieved if we adequately consider the non-automated vehicles. Furthermore, it requires vehicles to be able to communicate and cooperate with each other.
These two elements are two of the five steps that was identified in the transition towards a fully automated system.
The final part of the talk will deal with the other steps that are deemed important to understand which of the scenarios in a urban self-driving future will unfold. These pertain to the interaction between man and machine, the need and willingness to invest in separate infrastructure in city, and whether automated car can co-exist with other (active) travel modes. With respect to the latter, we will also consider what ITS can mean for the other modes of travel.
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- Assessed research papers to evaluate the most apt model used by FedEX for optimum Airline cargo dynamic logistic algorithms - Operations research LPP with aircraft regression equations and incidence matrix for obtaining the most optimum cargo routes
Future Flight Fridays: Economic Benefits of Future FlightKTN
Join us monthly on a Friday lunchtime for Future Flight Fridays, a series of hour-long webinars ideal for anyone interested in becoming involved in the Future Flight programme. The series will cover diverse subjects and will help participants foster collaborations and share knowledge.
Kicking of Future Flight Fridays 2021 series with an introduction from PWC to the recently published Future Flight Challenge socio-economic study which showcases both the potential economic and societal benefits associated with six key use-cases. It will be followed by an investor panel discussion.
Future Flight Fridays is KTN’s webinar series that will help anyone interested in becoming involved in this programme to foster collaborations and share knowledge.
The Future Flight Challenge is a four year, £125m, Industrial Strategy Challenge Fund programme. Future Flight aims to revolutionise the way people, goods and services fly. It will support the development of a novel, integrated aviation system.
This challenge needs expertise from diverse sectors, not just aviation. The monthly webinar series will feature topics from various relevant sectors including creative industries, digital, infrastructure and law.
If you’re interested in building a diverse consortium, gaining new insights and finding technical expertise, find out what’s on in the series below.
Webinars in this series:
26th February | Economic Benefits of Future Flight
26th March | Women in Future Flight
23rd April | Dealing with Complexity
Similar to Airport Capacity and the case of a new London Airport (20)
We have compiled the most important slides from each speaker's presentation. This year’s compilation, available for free, captures the key insights and contributions shared during the DfMAy 2024 conference.
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Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
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Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
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Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Airport Capacity and the case of a new London Airport
1.
2. Contents
Introduction
Literature Review
Methodology
Scenario 1: Determination of passenger demand for each zone of the system
Sub Scenario 1: Current situation – BAU
Sub Scenario 2: Heathrow is closed. Thames Estuary Airport is in use.
Scenario 2: A forecast of the future passenger demand
Findings and Analysis
Figures
Maps
Conclusions
Contents
3. Aim and Objectives
The main aim of this dissertation is to develop a strategic modelling tool to assess the
provision of additional airport capacity in Britain.
• Particular focus on London and South East
• Using the Infrastructure Transitions Research Consortium’s Transport Demand
and Capacity Assessment (ITRC) model
Objectives
• To review the work of the Airport Commission and the related literature
• To review work on modelling the demand for and supply of airport infrastructure
• To adapt the ITRC model so as to incorporate cross effects between airports
Introduction
4. Making best use of existing capacity
Literature Review
Short term measures
• Congestion charge scheme
• Early morning smoothing
Medium term measures
• The introduction of mixed mode operations at Heathrow
• The removal of planning restrictions on runway operations
Long term measures
London Heathrow London Gatwick
5. Demand modelling literature review
Categories of passenger preference models:
• the standard Nested Logit (NL) model
• the Cross-Nested Logit (CNL) model
• the multinomial logit (MNL) model
• mixed multinomial logit (MMNL) model
According to Hess and Polak the CNL models are more suitable for airport choice
analysis and forecasting.
• They allow the researchers to analyse the correlation between multiple choice
parameters such as the access times, the type of the airport, the level of service
and the frequency of the flights.
In this study a Deterministic All-or-Nothing assignment has been used.
Methodology
6. Description of the selected methodology
• First Scenario: Determination of passenger demand for each zone of the system
Sub Scenario 1: Current situation - BAU
• The South-East region is divided into 55 zones
• A centroid is defined in each zone (usually a Tube or Railway station)
• Journey times from each centroid to each airport are calculated (road + rail)
• Each zone is assigned to its nearest (in terms of journey time) airport
• The attractiveness of each zone is calculated by an attraction model
Methodology
• Aij= (Pj/Fdij) * Pi
Where:
Aij: total attraction for each zone
Pj: population of each zone
Fdij: deterrence function (an expression of the generalised journey time)
Pi: passengers per airport
• The total attractiveness of each airport is calculated (the sum of the attractiveness
of every zone in the catchment area of specific airport)
• The final number of Passengers per zone is calculated using:
• Passengers (Zone A) = Zone A Attractiveness / Total Airport Attractiveness
Sub Scenario 2: Heathrow is closed. Thames Estuary Airport is in use.
• Same methodology as with Sub Scenario 1, except:
• PassZ1 NEW = PassZ1OLD * (Az1 NEW / AZ1 OLD)
7. Description of the selected methodology
• Second Scenario: A forecast of the future passenger demand for the 6 airports and
how excess demand affects the system
• It uses the number of passengers that have been assigned to specific zones in the First
Methodology
Scenario/ Sub Scenario 1.
• A formula is used in order to forecast future demand.
• Pass NEW = Pass OLD * (Popt+1 / Popt)^np * (GVAt+1 / GVAt)^nGVA * (Fct+1 / Fct)^nF
Popt+1 : is the population of the zone for the year t+1
Popt : is the population of the zone for the year t
np : is the population elasticity in respect of population growth
GVAt+1 : is the GVA of the zone for the year t+1
GVAt : is the GVA of the zone for the year t
nGVA : is the GVA elasticity in respect of population growth
Fct+1 : is the fuel cost for the year t+1
Fct : is the fuel cost for the year t
nFc : is the fuel cost elasticity in respect of population growth
Pass OLD : is the previous number of passengers at the year t
Pass NEW : is the new number of passengers at the year t+1
• The overall passenger capacity of each airport is known.
• If: Passenger Demand < Airport Passenger Capacity Then OK
• If: Passenger Demand > Airport Passenger Capacity Then
• The nearest zone that belongs to the congested airport is transferred to the catchment area
of the nearest uncongested airport.
• The procedure is repeated until all airports of the system reach their capacity.
9. 1st Scenario Analysis
1st Sub Scenario
Passenger Capacity and Total Number of
100,000,000
80,000,000
60,000,000
40,000,000
20,000,000
0
GATWICK HEATHROW LONDON CITY LUTON SOUTHEND STANSTED
Passenger Spare Capacity - 2013
25,000,000.00
20,000,000.00
15,000,000.00
10,000,000.00
5,000,000.00
Findings and Analysis
Passengers (2013)
Airport Capacity (Passengers) Total Number of Passengers - 2013
0.00
12. 2nd Scenario Analysis
A forecast of the future passenger demand. A calculation example.
2013 2014 2015 2016 2016 2016
GATWICK 11,071,452 9,385,353 8,044,336 6,588,895 6,588,895 6,588,895
HEATHROW 22,668,310 19,970,596 17,195,289 14,296,625 14,296,625 14,296,625
LONDON CITY 1,180,247 1,078,913 999,018 917,950 -61,232 114,918
LUTON 806,513 410,674 131,226 -166,788 812,394 636,244
SOUTHEND 9,530,088 9,478,273 9,437,575 9,398,619 9,398,619 9,398,619
STANSTED 17,151,129 16,324,140 15,579,290 14,828,604 14,828,604 14,828,604
• 2016: London Luton exceed its capacity by 166,788 passengers.
• ‘Enfield’ was transferred from London Luton -> London City
• Passenger numbers are recalculated
• Now London City has a capacity problem.
• ‘Camden’ was transferred from London City -> London Luton
Some years are written two or three times due to the capacity constraints and
zone transfers
2024 is the year that all the airports of the system have reached their passenger
capacity.
Findings and Analysis
13. 2nd Scenario Analysis
Findings and Analysis
120,000,000
100,000,000
80,000,000
60,000,000
40,000,000
20,000,000
0
Passenger Demand per Airport
GATWICK HEATHROW LONDON CITY
LUTON SOUTHEND STANSTED
25,000,000
20,000,000
15,000,000
10,000,000
5,000,000
0
-5,000,000
-10,000,000
Spare Capacity
GATWICK HEATHROW LONDON CITY
LUTON SOUTHEND STANSTED
14. Modelling Conclusions
• Secondary data were used in all modelling calculations. A better approach
includes the usage of primary data from passenger preference surveys.
• GVA, Fuel prices and Population show an upward trend in the future.
First Scenario
First Sub Scenario
• The west zones have the greatest demand per zone.
Second Sub Scenario
• Compared with the First Sub Scenario:
• More passenger demand in the East zones and less in the West zones.
• There is an overall passenger demand reduction of 23%
Second Scenario
• The system is running normally up to 2015.
• The first overcapacity problems start in 2016.
• In 2021 London City and London Luton are practically full.
• The whole system is considered full in 2024.
Conclusions
The Airports Commission will examine the cases of:
London Heathrow
London Gatwick
London Heathrow:
Two new main passenger terminals, connected by underground passenger transit and baggage system
Reduction of the connection time between terminals from 75 to 60 minutes
Doubling the cargo handling capacity
London Gatwick:
3 different proposals, the distance between the runways varies + Different capacity for every solution
Models:
the MMNL have one major disadvantage. In order to use an MMNL model one has to calculate the choice probabilities. That was not possible in my example.
Journey times: Road (AA trip planner), Rail (Network Rail journey planner)
Sub Scenario 2: elasticity of demand with respect to accessibility equals
Number of Passengers for each airport were extracted from the Civil Aviation Authority website
GVA, Fc, Population, Airport Passenger Capacity and the elasticities came from the ITRC model
the airport assignment to specific zones follows the same rule as in scenario one
This is a simplified deterministic all-or-nothing assignment. In reality each zone can feed many airports with passengers.
The first scenario is analysing the current situation without moving on to any forecast calculations
The aim of the first sub scenario is the calculation of passenger demand from each zone of the system to every airport of the system.
Gatwick:
southern zones are mostly favoured and show lower access times.
Brighton + Bedford (Thameslink Railway)
Accessibility maps were produced for all 6 airports of the system
Assignment:
Every zone was assigned to its nearest airport.
Gatwick prevails in the south
Heathrow at the West
London City has the biggest portion of London zones
The west zones are showing the greatest demand per zone (population, proximity to big airports and good transport links)
Berkshire is generating the biggest amount of demand per zone in the system due to its proximity to Heathrow and its big population.
Medway is not well connected to an airport and it has a relatively small population therefore it is producing low levels of passenger demand.
It is also clear that central London has lower demand per zone compared to the areas outside London, due to the difference of zone population.
------------------------------------
Passenger capacity and not runway capacity.
Passenger capacity is mainly defined by how many passengers an airport can handle in its terminals.
Heathrow has the biggest passenger spare capacity.
Stansted follows.
Interesting that Gatwick=Southend
Heathrow is considered closed
Thames Estuary airport is operational in the Isle of Dogs.
the absence of Heathrow Airport has changed the situation at the West zones of the system
Oxfordshire and Buckinghamshire (Heathrow) -> (Luton)
Berkshire + West London Zones (Heathrow) -> (Gatwick)
The Thames Estuary airport took Kent from London Gatwick and some east London zones from London City.
One of the bigger changes has happened to the county of Kent.
Overall trend: reduction in passenger demand at the west zones and an increase of passenger demand at the east and south zones.
Many zones does not
Overall passenger demand is decreased by -23%
London City and London Luton are operating very close to their capacity for almost all the examined time period.
Big change: After 2021, when the only two uncongested airports (London Stansted and Southend) are also reaching their capacity.
After 2024 the whole system becomes heavily congested and there is no spare capacity in any of London’s airports.
Despite the existence of the uncongested airports like Stansted and Southend, their capacity can only provide a few more years of operation to the other heavy congested airports.