The document summarizes the results of a simulation study of vessel traffic in the Calcasieu Ship Channel conducted to assess the channel's current and future capacity. Key findings include:
- Median wait times for all vessels are projected to increase from 2.3 hours in 2013 to 6.8 hours in 2023 as traffic doubles over the next decade.
- Large LNG carriers experience the longest wait times of vessel categories due to restrictions on the outer bar and more stringent wind limits.
- Wait times vary seasonally, with lower times in summer and higher in winter due to increased delays from wind and poor visibility conditions.
- The channel is capable of handling all forecasted vessel traffic through 2033 but significant increases in
Risk based, multi objective vehicle routing problem for hazardous materials: ...Valerio Cuneo
The paper analyses a practical case of study related to the distribution of fuels for the Total Erg Oil Company to the service stations located in the Province of Rome (Italy).
The problem is formulated as a capacitated vehicle routing problem with time windows, where several heuristic procedures have been tested, considering both static and dynamic travel times. With respect to the standard operational costs used typically, a multivariable objective function has been proposed which takes into account also a new risk index.
The document discusses a feasibility study conducted for potential rail transit service in Santa Cruz County, California. It considers several scenarios for routes and service levels. Ridership forecasts and cost estimates are provided for each scenario. Public feedback was gathered through surveys and outreach activities, with key concerns relating to costs, noise, and service to Watsonville. The study recommends advancing some scenarios for further analysis and environmental review to identify a preferred alternative for implementation.
Parking design in front of CE building BUET by Pronob ghosh 1204011Pronob Ghosh
This document presents a parking design report for the area in front of the Civil Engineering Building at Bangladesh University of Engineering and Technology (BUET). It includes an introduction describing parking challenges on campus. The objectives are to design parking slots and control measures based on a parking survey. The methodology involved inventory studies, demand surveys, and identifying design vehicles. Data collection was done through surveys from 7 AM to 12 PM and 12 PM to 5 PM. Data analysis determined dimensions for four-wheel and two-wheel vehicles. The design includes slot dimensions, maneuvering areas, aisles, and consideration for future expansion to meet parking demand.
"A big data approach for investigating the performance of road infrastructure...TRUSS ITN
“Using truck sensors for road pavement performance investigation” is a research project within TRUSS, an innovative training network funded from the EU under the Horizon 2020 programme. The project aims at assessing the impact of the condition of the road pavement unevenness and macrotexture, on the fuel consumption of trucks to reduce uncertainty in the framework of life-cycle assessment of road pavements. In the past, several studies claimed that a road pavement in poor condition can affect the fuel consumption of road vehicles. However, these conclusions are based just on tests performed on a selection of road segments using a few vehicles and this may not be representative of real conditions. That leaves uncertainty in the topic and it does not allow road mangers to review the current road maintenance strategies that could otherwise help in reducing costs and greenhouse gas emissions from the road transport industry. The project investigated an alternative approach that considers large quantities of data from standard sensors installed on trucks combined with information in the database of road agencies that includes measurements of the conditions of the road network. In particular, using advanced regression techniques, a fuel consumption model that can take into consideration these effects has been developed. The paper presents a summary of the findings of the project, it highlights implications for road asset management and the road maintenance strategies and discusses advantages and limitations of the approach used, pointing out possible improvements and future work.
Abstract: Considering data from 260 articulated trucks, with ∼12900 cc Euro 6 engines driving along a motorway in England (M18), the study first shows how different approaches lead to the conclusion that road pavement surface conditions influence fuel consumption of the considered truck fleet. Then, a multiple linear regression for the prediction of fuel consumption was generated. The model shows that evenness and macrotexture can impact the truck fuel consumption by up to 3% and 5%, respectively. It is a significant impact which confirms that, although the available funding for pavement maintenance is limited, the importance of limiting GHG emissions, together with the economic benefits of reducing fuel consumption are reasons to improve road condition.
Presentation by Tom Worsley, Visiting Research Fellow, delivered as part of the annual series of Beesley lectures, organised by the Institute of Economic Affairs at the Institute of Directors in London.
The document discusses various aspects of toll plaza design and operation. It describes how tolls are collected to recover construction and maintenance costs. It also discusses different toll collection methods like manual, coin machines, and electronic toll collection. The optimal number of toll booths is determined using queuing theory to minimize total delay time from queuing and merging. Level of service for toll plazas is based on density and volume-to-capacity ratios. Numerical examples calculate total delay times and the optimum number of toll booths given traffic flow and toll booth parameters.
Cam presentation current status & master plan_rd_05_jan18Sok-Tharath CHREUNG
The document discusses Cambodia's railway system. It provides background on Cambodia including its size, population, GDP, and major ports. It then discusses Cambodia's railway master plan which includes rehabilitating the existing northern line from Phnom Penh to Poipet and future plans to construct additional main lines and branches. It notes the northern line rehabilitation is ongoing and aims to upgrade sections to support 20 tonne axle loads. The document also provides organizational details about Cambodia's Railway Department which oversees railway development and concessions.
Risk based, multi objective vehicle routing problem for hazardous materials: ...Valerio Cuneo
The paper analyses a practical case of study related to the distribution of fuels for the Total Erg Oil Company to the service stations located in the Province of Rome (Italy).
The problem is formulated as a capacitated vehicle routing problem with time windows, where several heuristic procedures have been tested, considering both static and dynamic travel times. With respect to the standard operational costs used typically, a multivariable objective function has been proposed which takes into account also a new risk index.
The document discusses a feasibility study conducted for potential rail transit service in Santa Cruz County, California. It considers several scenarios for routes and service levels. Ridership forecasts and cost estimates are provided for each scenario. Public feedback was gathered through surveys and outreach activities, with key concerns relating to costs, noise, and service to Watsonville. The study recommends advancing some scenarios for further analysis and environmental review to identify a preferred alternative for implementation.
Parking design in front of CE building BUET by Pronob ghosh 1204011Pronob Ghosh
This document presents a parking design report for the area in front of the Civil Engineering Building at Bangladesh University of Engineering and Technology (BUET). It includes an introduction describing parking challenges on campus. The objectives are to design parking slots and control measures based on a parking survey. The methodology involved inventory studies, demand surveys, and identifying design vehicles. Data collection was done through surveys from 7 AM to 12 PM and 12 PM to 5 PM. Data analysis determined dimensions for four-wheel and two-wheel vehicles. The design includes slot dimensions, maneuvering areas, aisles, and consideration for future expansion to meet parking demand.
"A big data approach for investigating the performance of road infrastructure...TRUSS ITN
“Using truck sensors for road pavement performance investigation” is a research project within TRUSS, an innovative training network funded from the EU under the Horizon 2020 programme. The project aims at assessing the impact of the condition of the road pavement unevenness and macrotexture, on the fuel consumption of trucks to reduce uncertainty in the framework of life-cycle assessment of road pavements. In the past, several studies claimed that a road pavement in poor condition can affect the fuel consumption of road vehicles. However, these conclusions are based just on tests performed on a selection of road segments using a few vehicles and this may not be representative of real conditions. That leaves uncertainty in the topic and it does not allow road mangers to review the current road maintenance strategies that could otherwise help in reducing costs and greenhouse gas emissions from the road transport industry. The project investigated an alternative approach that considers large quantities of data from standard sensors installed on trucks combined with information in the database of road agencies that includes measurements of the conditions of the road network. In particular, using advanced regression techniques, a fuel consumption model that can take into consideration these effects has been developed. The paper presents a summary of the findings of the project, it highlights implications for road asset management and the road maintenance strategies and discusses advantages and limitations of the approach used, pointing out possible improvements and future work.
Abstract: Considering data from 260 articulated trucks, with ∼12900 cc Euro 6 engines driving along a motorway in England (M18), the study first shows how different approaches lead to the conclusion that road pavement surface conditions influence fuel consumption of the considered truck fleet. Then, a multiple linear regression for the prediction of fuel consumption was generated. The model shows that evenness and macrotexture can impact the truck fuel consumption by up to 3% and 5%, respectively. It is a significant impact which confirms that, although the available funding for pavement maintenance is limited, the importance of limiting GHG emissions, together with the economic benefits of reducing fuel consumption are reasons to improve road condition.
Presentation by Tom Worsley, Visiting Research Fellow, delivered as part of the annual series of Beesley lectures, organised by the Institute of Economic Affairs at the Institute of Directors in London.
The document discusses various aspects of toll plaza design and operation. It describes how tolls are collected to recover construction and maintenance costs. It also discusses different toll collection methods like manual, coin machines, and electronic toll collection. The optimal number of toll booths is determined using queuing theory to minimize total delay time from queuing and merging. Level of service for toll plazas is based on density and volume-to-capacity ratios. Numerical examples calculate total delay times and the optimum number of toll booths given traffic flow and toll booth parameters.
Cam presentation current status & master plan_rd_05_jan18Sok-Tharath CHREUNG
The document discusses Cambodia's railway system. It provides background on Cambodia including its size, population, GDP, and major ports. It then discusses Cambodia's railway master plan which includes rehabilitating the existing northern line from Phnom Penh to Poipet and future plans to construct additional main lines and branches. It notes the northern line rehabilitation is ongoing and aims to upgrade sections to support 20 tonne axle loads. The document also provides organizational details about Cambodia's Railway Department which oversees railway development and concessions.
This document is a thesis that examines traffic flow and performance in the Ebene Cybercity area of Mauritius. It includes 6 chapters that discuss: background on transportation issues in Mauritius; a literature review on relevant traffic studies; the methodology used for data collection including traffic counts, speed surveys, and occupancy surveys; an analysis of the data to determine level of service (LOS); findings and conclusions from the study; and suggestions for further research. Data was collected on two road segments and one roundabout during morning peak hours over multiple days. The analysis found that vehicle demand had increased 12% from 2007-2010 at the roundabout, approximately 53% of vehicles had a single occupant, and LOS varied throughout the
Traffic volume is a fundamental measure of traffic on a road system, measured as the number of vehicles crossing a section of road per unit time. It is used for various purposes like planning, design, and traffic management. There are manual and automatic methods to count traffic volume. Manual methods involve field observers counting and classifying vehicles in different time intervals, while automatic methods use technologies like pneumatic tubes buried in roads, inductive loops in pavements, and radar to detect vehicle presence and count traffic volume without human observers. The collected data is then analyzed to produce traffic flow maps, intersection diagrams, and trend charts to understand traffic patterns and inform transportation planning.
Traffi speed study on panthapath to russel square by pronob ghosh buet 1204011Pronob Ghosh
This document summarizes a traffic speed study conducted by Pronob Kumar Ghosh. The objectives of the study were to determine average speeds, delays and establish speed limits. Spot speed and travel time studies were conducted using manual methods due to a lack of automatic equipment. Data from the spot speed study showed a modal speed of 10-15 mph and an 85th percentile speed of 16.5 mph. Travel time data was collected using a license plate matching method. Results from the speed and travel time studies were then used to determine delays and calculate a benefit-cost ratio for potential improvements. Level of service was also evaluated based on the study findings.
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
This document summarizes a study on estimating the capacity of two-lane undivided highways. The study involved collecting traffic data on three road sections in India and analyzing the relationships between speed, flow, and density. Flow-density models were developed for each section and used to estimate key parameters like maximum flow rate and optimal density. Passenger car units were also estimated using Chandra's method to account for heterogeneous traffic. The results showed that capacity decreased as lane width decreased, with capacities of 5500, 3700, and 3100 PCU/hr for sections with right-of-way widths of 14m, 9m, and 7m respectively. The study concluded that understanding traffic flow characteristics is important for efficient road design
This document summarizes a presentation about modeling motorway emissions. It discusses modeling emissions from individual lanes versus entire carriageways, and how lane-by-lane modeling can provide more accurate results. It also discusses the impacts of managed motorway schemes, such as converting hard shoulders to running lanes, and how these projects may affect emission and concentration profiles. Finally, it notes that the Highways Agency in the UK is updating its guidance for evaluating significant air quality impacts of transportation projects.
This document summarizes a traffic volume study conducted at Tejgaon Industrial Area in Dhaka, Bangladesh. A team of 5 students conducted classified manual counts of vehicles traveling along Shaheed Tajuddin Ahmed Avenue between Shatrasta and the flyover for 15 minutes intervals. Over 5,000 vehicles were counted, with the highest percentages being cars (54%) and CNG auto-rickshaws (22%). The average service flow rate was higher for traffic traveling from Shatrasta to the flyover compared to the opposite direction, reflecting peak travel patterns. Directional splits showed 55% of total traffic traveled from Shatrasta to the flyover.
Lec 12 Capacity Analysis (Transportation Engineering Dr.Lina Shbeeb)Hossam Shafiq I
This document discusses various concepts in transportation engineering related to traffic flow theory and capacity analysis. It provides definitions and examples of key terms including:
- Average daily traffic and peak hour factors which are used to determine directional design hourly volume
- Applications of traffic flow theory such as determining turning lane lengths and delays
- Level of service which is a qualitative measure of operational conditions within a traffic stream
- Capacity, which is the maximum hourly rate of vehicles that can reasonably pass a point under prevailing conditions
- Methods for calculating capacity and adjusting for factors like lane width, lateral clearance, and heavy vehicles using equations from the Highway Capacity Manual.
This document discusses designing sustainable supply chains. It focuses on decarbonizing supply chain design through better logistics, management, technology and data analysis. Specific areas of research include end-to-end supply chains, logistics hubs and corridors, planning methods for massively connected systems, tracking and visibility, process improvement, and socioeconomic and environmental impact analysis in industries like consumer goods, food, offshore wind, and healthcare. Statistics are provided on transport emissions in the UK and challenges of moving more freight through northern ports. An ongoing project called LHOFT aims to increase freight to northern ports by 10% using a digital collaborative platform.
The given information is:
- 6 lanes (3 lanes in each direction)
- Free flow speed = 45 mph
- Peak hour volume = 4000 veh/h
- 15% trucks, 0% RVs
- PHF = 0.9
- Rolling terrain
To find the LOS, we need to calculate the density using the given flow rate. Then compare the density to the LOS criteria tables to determine the LOS.
This document summarizes information about traffic studies and methods for conducting traffic volume studies. It discusses when traffic studies should be conducted, types of traffic surveys, and methods for counting traffic volumes, including automatic counting using sensors and manual counting. It also describes the moving observer method for measuring traffic flow parameters like flow rate, density, and speed.
Traffic volume study-opresentation by ahmed ferdous - 1004137-buetAhmed Ferdous Ankon
This document summarizes a traffic volume study conducted at the intersection of Russell Square and Panthapath in Dhaka, Bangladesh. The study involved manual counting of vehicle types over short durations to determine vehicle composition, directional distribution, and flow rates throughout the day. Key findings included light vehicles comprising the majority of traffic at 49%, an average daily traffic volume of 2375 vehicles, and a peak flow rate of 2456 passenger car units per day. Flow fluctuation patterns showed non-uniform traffic volumes throughout the day rather than a single peak period. The study aims to provide data to inform transportation planning, design, and management decisions.
This document summarizes the economic evaluation of proposed road improvement projects in Cambodia. Traffic studies were conducted in 2015 on 5 roads proposed for improvement projects, including traffic counts and origin-destination surveys. An economic analysis from 2017-2037 was conducted using the HDM-4 model to evaluate costs and benefits with and without the improvement projects. The results of the cost-benefit analysis showed economic internal rates of return ranging from 12.2-32.5% for individual road sections and 20.4% for all road sections combined, with an overall benefit-cost ratio of 1.58 and net present value of $45.55 million. A sensitivity analysis found the economic internal rate of return to be most sensitive to variations in traffic
This document outlines the current and proposed logistics models for exporting lumber from British Columbia. Currently, empty containers are delivered by rail and lumber is transported 350km by truck to Vancouver for transloading before shipping. The proposed model would transport lumber 90km by truck to Cache Creek for transloading and rail transport to dock, reducing road congestion and costs while lowering emissions. A cost-benefit analysis over 5 years estimates a 12.7-12.9% reduction in overall costs and 27.2% savings for containers processed at Cache Creek under the new model. The key benefits are more efficient supply chain operations, reduced transportation costs and environmental impact.
This document analyzes traffic data collected from two locations: Rassel Square to Panthopath and Panthopath to Rassel Square. The analysis includes:
1. Vehicle composition - Light vehicles make up 49% of traffic, while motorcycles and auto rickshaws each make up 10%.
2. Directional distribution - Traffic flows vary by time of day and direction. More vehicles travel from Panthopath to Rassel Square compared to the opposite direction.
3. Average daily traffic (ADT) and annual average daily traffic (AADT) - ADT and AADT are calculated for each location to understand typical and annual traffic volumes.
Presented at the Public Private Dialogue organised by the MENA-OECD Investment Security in the Mediterranean (ISMED) Support Programme in September 2014.
The Seaport Service Rate Prediction System: Using Drayage Truck Trajectory Da...Meditya Wasesa
This file elaborates how drayage (truck) operators can apply predictive analytic techniques to their internal data assets to extract better insights and improve their operational decision making. For more detail please find our Decision Support Systems journal article at http://dx.doi.org/10.1016/j.dss.2016.11.008
Traffic volume study on panthapath to russel square by pronob ghosh buet 1204011Pronob Ghosh
This document summarizes a traffic volume study conducted from Panthapath to Russel Square in Dhaka. Traffic was counted over a 10 minute period using manual and classified methods. A total of 767 vehicles were counted, with light vehicles comprising 64% of the traffic stream. The service flow rate was calculated to be 1122 vehicles/hour. Based on the directional distribution, 55% of traffic flowed from Panthapath to Russel Square, while 45% was in the opposite direction. Average daily traffic for the area was calculated to be 24,781 vehicles.
The document contains an Erlang B traffic table that shows the maximum offered load versus B and N, where B is the blocking probability in % and N is the number of circuits. The table provides load values for different combinations of B ranging from 0.01 to 40% and N ranging from 1 to 77 circuits. The load values indicate the maximum number of external calls that can be offered to the system without exceeding the blocking probability B for a given number of circuits N.
The document discusses various topics related to mobile and wireless communication including:
1) Cell capacity and reuse, defining how capacity increases as the cluster size decreases but interference also increases.
2) Traffic theory, defining concepts like arrival rate, holding time, load, and blocked calls. Formulas for blocking probability and Erlang B & C are provided.
3) Channel assignment strategies including fixed and dynamic assignment and how their impact on performance.
This document is a thesis that examines traffic flow and performance in the Ebene Cybercity area of Mauritius. It includes 6 chapters that discuss: background on transportation issues in Mauritius; a literature review on relevant traffic studies; the methodology used for data collection including traffic counts, speed surveys, and occupancy surveys; an analysis of the data to determine level of service (LOS); findings and conclusions from the study; and suggestions for further research. Data was collected on two road segments and one roundabout during morning peak hours over multiple days. The analysis found that vehicle demand had increased 12% from 2007-2010 at the roundabout, approximately 53% of vehicles had a single occupant, and LOS varied throughout the
Traffic volume is a fundamental measure of traffic on a road system, measured as the number of vehicles crossing a section of road per unit time. It is used for various purposes like planning, design, and traffic management. There are manual and automatic methods to count traffic volume. Manual methods involve field observers counting and classifying vehicles in different time intervals, while automatic methods use technologies like pneumatic tubes buried in roads, inductive loops in pavements, and radar to detect vehicle presence and count traffic volume without human observers. The collected data is then analyzed to produce traffic flow maps, intersection diagrams, and trend charts to understand traffic patterns and inform transportation planning.
Traffi speed study on panthapath to russel square by pronob ghosh buet 1204011Pronob Ghosh
This document summarizes a traffic speed study conducted by Pronob Kumar Ghosh. The objectives of the study were to determine average speeds, delays and establish speed limits. Spot speed and travel time studies were conducted using manual methods due to a lack of automatic equipment. Data from the spot speed study showed a modal speed of 10-15 mph and an 85th percentile speed of 16.5 mph. Travel time data was collected using a license plate matching method. Results from the speed and travel time studies were then used to determine delays and calculate a benefit-cost ratio for potential improvements. Level of service was also evaluated based on the study findings.
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
This document summarizes a study on estimating the capacity of two-lane undivided highways. The study involved collecting traffic data on three road sections in India and analyzing the relationships between speed, flow, and density. Flow-density models were developed for each section and used to estimate key parameters like maximum flow rate and optimal density. Passenger car units were also estimated using Chandra's method to account for heterogeneous traffic. The results showed that capacity decreased as lane width decreased, with capacities of 5500, 3700, and 3100 PCU/hr for sections with right-of-way widths of 14m, 9m, and 7m respectively. The study concluded that understanding traffic flow characteristics is important for efficient road design
This document summarizes a presentation about modeling motorway emissions. It discusses modeling emissions from individual lanes versus entire carriageways, and how lane-by-lane modeling can provide more accurate results. It also discusses the impacts of managed motorway schemes, such as converting hard shoulders to running lanes, and how these projects may affect emission and concentration profiles. Finally, it notes that the Highways Agency in the UK is updating its guidance for evaluating significant air quality impacts of transportation projects.
This document summarizes a traffic volume study conducted at Tejgaon Industrial Area in Dhaka, Bangladesh. A team of 5 students conducted classified manual counts of vehicles traveling along Shaheed Tajuddin Ahmed Avenue between Shatrasta and the flyover for 15 minutes intervals. Over 5,000 vehicles were counted, with the highest percentages being cars (54%) and CNG auto-rickshaws (22%). The average service flow rate was higher for traffic traveling from Shatrasta to the flyover compared to the opposite direction, reflecting peak travel patterns. Directional splits showed 55% of total traffic traveled from Shatrasta to the flyover.
Lec 12 Capacity Analysis (Transportation Engineering Dr.Lina Shbeeb)Hossam Shafiq I
This document discusses various concepts in transportation engineering related to traffic flow theory and capacity analysis. It provides definitions and examples of key terms including:
- Average daily traffic and peak hour factors which are used to determine directional design hourly volume
- Applications of traffic flow theory such as determining turning lane lengths and delays
- Level of service which is a qualitative measure of operational conditions within a traffic stream
- Capacity, which is the maximum hourly rate of vehicles that can reasonably pass a point under prevailing conditions
- Methods for calculating capacity and adjusting for factors like lane width, lateral clearance, and heavy vehicles using equations from the Highway Capacity Manual.
This document discusses designing sustainable supply chains. It focuses on decarbonizing supply chain design through better logistics, management, technology and data analysis. Specific areas of research include end-to-end supply chains, logistics hubs and corridors, planning methods for massively connected systems, tracking and visibility, process improvement, and socioeconomic and environmental impact analysis in industries like consumer goods, food, offshore wind, and healthcare. Statistics are provided on transport emissions in the UK and challenges of moving more freight through northern ports. An ongoing project called LHOFT aims to increase freight to northern ports by 10% using a digital collaborative platform.
The given information is:
- 6 lanes (3 lanes in each direction)
- Free flow speed = 45 mph
- Peak hour volume = 4000 veh/h
- 15% trucks, 0% RVs
- PHF = 0.9
- Rolling terrain
To find the LOS, we need to calculate the density using the given flow rate. Then compare the density to the LOS criteria tables to determine the LOS.
This document summarizes information about traffic studies and methods for conducting traffic volume studies. It discusses when traffic studies should be conducted, types of traffic surveys, and methods for counting traffic volumes, including automatic counting using sensors and manual counting. It also describes the moving observer method for measuring traffic flow parameters like flow rate, density, and speed.
Traffic volume study-opresentation by ahmed ferdous - 1004137-buetAhmed Ferdous Ankon
This document summarizes a traffic volume study conducted at the intersection of Russell Square and Panthapath in Dhaka, Bangladesh. The study involved manual counting of vehicle types over short durations to determine vehicle composition, directional distribution, and flow rates throughout the day. Key findings included light vehicles comprising the majority of traffic at 49%, an average daily traffic volume of 2375 vehicles, and a peak flow rate of 2456 passenger car units per day. Flow fluctuation patterns showed non-uniform traffic volumes throughout the day rather than a single peak period. The study aims to provide data to inform transportation planning, design, and management decisions.
This document summarizes the economic evaluation of proposed road improvement projects in Cambodia. Traffic studies were conducted in 2015 on 5 roads proposed for improvement projects, including traffic counts and origin-destination surveys. An economic analysis from 2017-2037 was conducted using the HDM-4 model to evaluate costs and benefits with and without the improvement projects. The results of the cost-benefit analysis showed economic internal rates of return ranging from 12.2-32.5% for individual road sections and 20.4% for all road sections combined, with an overall benefit-cost ratio of 1.58 and net present value of $45.55 million. A sensitivity analysis found the economic internal rate of return to be most sensitive to variations in traffic
This document outlines the current and proposed logistics models for exporting lumber from British Columbia. Currently, empty containers are delivered by rail and lumber is transported 350km by truck to Vancouver for transloading before shipping. The proposed model would transport lumber 90km by truck to Cache Creek for transloading and rail transport to dock, reducing road congestion and costs while lowering emissions. A cost-benefit analysis over 5 years estimates a 12.7-12.9% reduction in overall costs and 27.2% savings for containers processed at Cache Creek under the new model. The key benefits are more efficient supply chain operations, reduced transportation costs and environmental impact.
This document analyzes traffic data collected from two locations: Rassel Square to Panthopath and Panthopath to Rassel Square. The analysis includes:
1. Vehicle composition - Light vehicles make up 49% of traffic, while motorcycles and auto rickshaws each make up 10%.
2. Directional distribution - Traffic flows vary by time of day and direction. More vehicles travel from Panthopath to Rassel Square compared to the opposite direction.
3. Average daily traffic (ADT) and annual average daily traffic (AADT) - ADT and AADT are calculated for each location to understand typical and annual traffic volumes.
Presented at the Public Private Dialogue organised by the MENA-OECD Investment Security in the Mediterranean (ISMED) Support Programme in September 2014.
The Seaport Service Rate Prediction System: Using Drayage Truck Trajectory Da...Meditya Wasesa
This file elaborates how drayage (truck) operators can apply predictive analytic techniques to their internal data assets to extract better insights and improve their operational decision making. For more detail please find our Decision Support Systems journal article at http://dx.doi.org/10.1016/j.dss.2016.11.008
Traffic volume study on panthapath to russel square by pronob ghosh buet 1204011Pronob Ghosh
This document summarizes a traffic volume study conducted from Panthapath to Russel Square in Dhaka. Traffic was counted over a 10 minute period using manual and classified methods. A total of 767 vehicles were counted, with light vehicles comprising 64% of the traffic stream. The service flow rate was calculated to be 1122 vehicles/hour. Based on the directional distribution, 55% of traffic flowed from Panthapath to Russel Square, while 45% was in the opposite direction. Average daily traffic for the area was calculated to be 24,781 vehicles.
The document contains an Erlang B traffic table that shows the maximum offered load versus B and N, where B is the blocking probability in % and N is the number of circuits. The table provides load values for different combinations of B ranging from 0.01 to 40% and N ranging from 1 to 77 circuits. The load values indicate the maximum number of external calls that can be offered to the system without exceeding the blocking probability B for a given number of circuits N.
The document discusses various topics related to mobile and wireless communication including:
1) Cell capacity and reuse, defining how capacity increases as the cluster size decreases but interference also increases.
2) Traffic theory, defining concepts like arrival rate, holding time, load, and blocked calls. Formulas for blocking probability and Erlang B & C are provided.
3) Channel assignment strategies including fixed and dynamic assignment and how their impact on performance.
Analysis of vertical and horizontal handoff Tauseef khan
This document contains an analysis of vertical and horizontal handoffs in wireless networks. It discusses:
1) Horizontal handoffs occur between points of attachment using the same network technology, while vertical handoffs occur between different network technologies.
2) Factors that make vertical handoffs more challenging than horizontal ones include differences in bandwidth, data rates, frequencies between networks.
3) The "Always Best Connected" concept aims to maintain connectivity by connecting users to the best available network based on parameters like quality and cost. It provides seamless vertical handoffs without adding complexity for users.
This document provides an overview of 4G mobile communication technology. It describes 4G as providing ultra-broadband speeds measured in gigabytes per second. The key components of 4G discussed include LTE Advanced and WiMAX 2 standards, OFDM multiplexing, IPv6 support, advanced antenna systems like MIMO, and software-defined radio. Applications of 4G mentioned are mobile web access, IP telephony, gaming, HD mobile TV, and video conferencing.
The document discusses different types of handovers in wireless networks. It defines handover as changing the point of connection between a mobile station and base stations. There are three types of handover decisions: network-controlled, mobile-assisted, and mobile-controlled. The document also describes hard handover, soft handover, horizontal handover, and vertical handover. It explains the mechanisms and characteristics of each type of handover.
cellular concepts in wireless communicationasadkhan1327
The document discusses the concept of frequency reuse in cellular networks. It explains that a limited radio spectrum is used to serve millions of subscribers by dividing the network coverage area into cells and reusing frequencies across spatially separated cells. Each cell is allocated a portion of the total available frequencies, and neighboring cells are assigned different frequencies to minimize interference. The frequency reuse factor is defined as the ratio of the minimum distance between co-channel cells to the cell radius. Larger frequency reuse factors provide better isolation between co-channel cells but reduce network capacity. The document also covers additional topics like different channel assignment strategies, handoff methods, interference calculation and optimization of frequency reuse networks.
The document discusses measuring and evaluating the performance and productivity of ports. It examines various factors that make analyzing port performance challenging, such as the large number of parameters involved, lack of reliable data, and local factors influencing results. The document focuses on defining common methodologies for measuring performance, specifically analyzing the duration of ships' stays in ports and the quality of cargo handling. It explores various key performance indicators used to evaluate efficiency related to issues like quay productivity, crane utilization, and ship turnaround times. The conclusion emphasizes the importance of developing a culture of performance measurement in ports using agreed-upon indicators to understand system performance and support decision-making.
LAFINHAN O. O. FINAL YEAR PROJECT PRESENTATIONTobi Lafinhan
This document summarizes a student's final year project presentation on designing a pre-timed traffic signal at the University of Ibadan main gate intersection. The student conducted traffic studies at the intersection, collecting data on vehicle and pedestrian volumes during morning and afternoon peak periods. Analysis of this data showed high traffic volumes and justified the need for a traffic signal. The student then designed the signal, determining the optimal cycle length, phase timings and other parameters. The presentation concludes with recommendations and the project's contributions to knowledge on traffic conditions at this intersection.
The document summarizes efforts to improve the efficiency of cargo operations at the Port of New York and New Jersey to accommodate larger cargo ships. It discusses infrastructure upgrades like deepening harbors and raising bridges to allow bigger ships. It also outlines initiatives to enhance traffic management and labor hiring. Key projects include developing a chassis management system, truck reservation system, and performance metrics to help the port adapt to changes and ensure reliable operations.
TRAFFIC ANALYSIS AND DESIGN OF FLYOVER AT PERUMBAVOOR SIGNALIRJET Journal
1) The document discusses a proposed flyover at a signalized intersection in Perumbavoor, India to address traffic congestion issues.
2) Traffic volume data was collected manually at the intersection and converted to passenger car units (PCU). The road with the highest volume was identified.
3) Field measurements of the intersection were taken using a total station. A flyover was proposed as the maximum volume a roundabout can handle was exceeded.
4) A 2D and 3D design of the proposed 580.5m flyover was developed in AutoCAD and Revit based on survey data and design standards. The flyover is expected to significantly improve traffic flow at the intersection.
Presentation delivered at the 2015 Transportation Association of Canada (TAC) Conference & Exhibition, from September 27 to 30, during the session entitled Goods Movement - Reaching Destinations Safely and Efficiently.
Prepared by
François Bélisle, Eng., B. Sc., M.A.
Marilyne Brosseau, Eng., M.Eng.
Steve Careau, Eng.
Philippe Mytofir, techn.
Validated by:
Stephan Kellner, Eng., M.Eng.
This document proposes a framework to measure and compare the performance of container ports using ship GPS traces and maritime open data rather than relying on statistics reported by port authorities. The framework identifies container handling events from ship GPS traces, estimates the number of containers handled during each event using information about ships and terminals, and aggregates the events to calculate key performance indicators like throughput, berth utilization and productivity. These indicators allow comparison of ports at terminal, port and regional levels. The document evaluates the framework using real-world GPS and open data from major ports worldwide.
This document discusses the importance of establishing service standards for public transportation to improve transportation systems. It recommends developing two sets of standards: 1) Network planning standards to guide infrastructure development and 2) Operational performance standards agreed upon by transportation authorities and operators to set minimum service levels. Examples of standards provided include route coverage, stop spacing, frequency, reliability, and safety. It notes that achieving standards requires high-level commitment across agencies for planning, regulation, operations, monitoring, and enforcement. Standards are only the beginning and long-term reform is needed across the transportation system to improve conditions.
This document discusses various ways to evaluate the performance of a port. It discusses evaluating performance from a single port perspective as well as from a multi-port perspective. From a single port perspective, it is important to evaluate technical efficiency, cost efficiency, and effectiveness. Key performance indicators mentioned include loading/unloading rates, turnaround times, reliability, and prices. A multi-port perspective involves comparing performance across ports using statistical models to evaluate relative technical efficiencies.
This document summarizes key findings from a report on developing ports in Wales. It discusses relevant EU and UK freight and port policies, international trends affecting ports, freight market analysis, and emerging issues. Case studies analyze the ports of Milford Haven, Swansea, Cardiff, and Holyhead. The document concludes that marketing efforts and pricing options need improvement to develop short sea shipping through Welsh ports. Infrastructure should develop based on market needs rather than speculation. Overall, the report aims to identify options for further developing business and encouraging modal shifts to short sea routes through Welsh ports.
The document discusses plans to enhance capacity at Orlando International Airport (MCO) as passenger traffic approaches the limits of the North Terminal Complex (NTC). It proposes expanding key areas like ticket lobbies, baggage systems, and international facilities to allow the NTC to accommodate 45 million annual passengers. It also recommends building a South Airport Automated People Mover complex and parking garage to relieve pressure on the NTC. Long term, a South Terminal Complex will be developed in a demand-driven manner once the NTC hits 40 million passengers or 2 million international passengers annually.
This document discusses NYK's efforts to optimize fleet operations through energy efficient measures like slow steaming and weather routing. It describes how NYK uses performance monitoring systems and the SEEMP process to continuously improve vessel efficiency. Broadband connectivity allows for real-time weather routing recommendations and model calibration based on actual vessel performance data collected by onboard monitoring systems. The integration of weather routing, monitoring, and broadband aims to reduce uncertainties and further optimize operations, but challenges remain in accurately measuring factors like wave heights and ship motions.
IRJET- Critical Assessment of Road Capacitiesand Solutions for Traffic Proble...IRJET Journal
The document presents a case study analyzing road capacities and traffic issues in Belagavi, India. Traffic surveys were conducted at a major intersection to collect volume data during peak hours. The existing traffic volumes per lane exceeded the maximum road capacities specified in Indian road design standards. However, no major congestion was observed. Some factors contributing to the higher observed capacities are improvements in vehicle technology, road infrastructure, familiarity with roads, and a higher proportion of lighter vehicles. Solutions proposed to address the capacity issues include updating road capacity standards, adding lanes, and constructing overpasses or underpasses at intersections.
Tariff strategy for the South African Port SystemTristan Wiggill
A presentation by Mr Chris Lötter (Manager: Economic Regulation - The Ports Regulator of South Africa), at the Transport Forum SIG: "Driving down cost in the Supply Chain" on 3 September 2015 in Durban, hosted by Transnet. The topic of the presentation was: "Tariff Reform".
Port Efficiency and Supply Chain: Implication for BangladeshDr. Amarjeet Singh
Port and supply chains are closely connected to each other as a port is considered as an important node of the global supply chain. Sothe efficiency level of port has an impact on the performance of supply chain operations. Chittagong port is the principal seaport of Bangladesh and it provides a major gateway to the outside world. The cost of doing business is increasing as a result of the inefficiency in the main seaport of the country. In this paper, an effort has been taken to examine the efficiency of Chittagong Port and the causal factors of inefficiency. The impact of inefficiency at Chittagong port on the supply chain of Bangladesh has also been identified. To do this, at first a relationship has been built between port efficiency and supply chain in respect of Bangladesh.
Relevant data has been gathered through extensive review of the literature, field surveys, interacting with top management of different business entities such as shipping agency, freight forwarder, logistics companies, exporter, importer as well as Government regulatory and monitoring bodies using both the structured and unstructured questionnaires.
The study has revealed that theinefficiency at Chittagong port causes serious consequences on the supply chain of exporter and importer and lead to loss and disruption of trade and ultimately incur extra costs and time. This paper, therefore, recommends a substantial infrastructure improvement to Chittagong port along with other related measures in order to facilitate the supply chain of exporter and importer.
The object of the hackathon was to demonstrate thought leadership through the sharing of knowledge, best practices, and networking on topics and themes related to digital innovation in supply chain management and operations. The hackathon competition was meant to inspire, empower and enable emerging talent to innovate by developing new solutions, approaches, and applications to existing challenges in the supply chain.
Our application, Trux, which stood for Transportation Reusability User Experience, is aimed at understanding and correcting structured traffic congestion for companies within the supply chain and operations areas of the import and export industry. Trux helps commercial businesses who seek to better understand how new technology and innovation will impact their supply chain.
The advantages of Trux , allows entities like the Port of Los Angeles to monitor trucks in route from their location to the warehouse to the port and vice versa. Allows a one-hour window period for given location(e.g. warehouse) pickup. Uses a 10-minute window for Drop-off at Port Of Los Angeles with respect to
Trux uses jQuery, Javascript, AngularJS, C#/.NET, Visual Studio & Data from Port Of Los Angeles, CA.
- Transnet South Africa developed a robust 30-year national infrastructure plan to invest in integrated port and rail networks to support economic growth. The plan was based on detailed demand forecasting, capacity analysis, and engineering cost assessments.
- Key aspects of the plan included standardizing train lengths to increase capacity, developing new rail hubs and terminals, and port expansions where needed.
- Transnet implemented a rigorous project lifecycle process using gate reviews to successfully deliver the large capital investment program according to the infrastructure plan.
Traffic Circulation, Diversion, and Management Plan for Ahmedabad- Mumbai Hig...IRJET Journal
This document provides a traffic circulation, diversion, and management plan for Package C-7 of the Ahmedabad-Mumbai High Speed Rail Corridor. Package C-7 is an 18.133 km stretch that includes the upcoming Ahmedabad and Sabarmati stations. Primary traffic surveys were conducted along the corridor, including traffic volume counts, turning movement counts, and origin-destination surveys. Based on the survey results, the existing level of service was analyzed. A traffic circulation plan is proposed for construction vehicles, including designated routes parallel to the corridor and railway crossings. The plan aims to minimize congestion impacts and ensure safety during construction activities.
The document discusses the history and development of the Suez Canal over time. It describes how the canal has been widened and deepened since its opening in 1869 to accommodate increasingly larger ships. It also outlines the traffic management systems and safety measures that are in place along the canal. Finally, it discusses the pricing policies and incentives that the Suez Canal Authority uses to attract shipping traffic through the important international waterway.
This document summarizes a study on developing marine highway services along the I-95 corridor from Maine to Florida. The study involved extensive stakeholder outreach and market analysis to identify viable service options. It found that while certain routes showed potential, all options would require financial assistance to be economically sustainable due to high operating costs. Key recommendations included reducing labor costs, using LNG fuel, and eliminating taxes to close the revenue-cost gap and support the growth of marine highway transportation along the I-95 corridor.
Similar to Calcasieu Ship Channel Traffic Study (Port of Lake Charles) (20)
The Steadfast and Reliable Bull: Taurus Zodiac Signmy Pandit
Explore the steadfast and reliable nature of the Taurus Zodiac Sign. Discover the personality traits, key dates, and horoscope insights that define the determined and practical Taurus, and learn how their grounded nature makes them the anchor of the zodiac.
𝐔𝐧𝐯𝐞𝐢𝐥 𝐭𝐡𝐞 𝐅𝐮𝐭𝐮𝐫𝐞 𝐨𝐟 𝐄𝐧𝐞𝐫𝐠𝐲 𝐄𝐟𝐟𝐢𝐜𝐢𝐞𝐧𝐜𝐲 𝐰𝐢𝐭𝐡 𝐍𝐄𝐖𝐍𝐓𝐈𝐃𝐄’𝐬 𝐋𝐚𝐭𝐞𝐬𝐭 𝐎𝐟𝐟𝐞𝐫𝐢𝐧𝐠𝐬
Explore the details in our newly released product manual, which showcases NEWNTIDE's advanced heat pump technologies. Delve into our energy-efficient and eco-friendly solutions tailored for diverse global markets.
Top 10 Free Accounting and Bookkeeping Apps for Small BusinessesYourLegal Accounting
Maintaining a proper record of your money is important for any business whether it is small or large. It helps you stay one step ahead in the financial race and be aware of your earnings and any tax obligations.
However, managing finances without an entire accounting staff can be challenging for small businesses.
Accounting apps can help with that! They resemble your private money manager.
They organize all of your transactions automatically as soon as you link them to your corporate bank account. Additionally, they are compatible with your phone, allowing you to monitor your finances from anywhere. Cool, right?
Thus, we’ll be looking at several fantastic accounting apps in this blog that will help you develop your business and save time.
Discover timeless style with the 2022 Vintage Roman Numerals Men's Ring. Crafted from premium stainless steel, this 6mm wide ring embodies elegance and durability. Perfect as a gift, it seamlessly blends classic Roman numeral detailing with modern sophistication, making it an ideal accessory for any occasion.
https://rb.gy/usj1a2
Zodiac Signs and Food Preferences_ What Your Sign Says About Your Tastemy Pandit
Know what your zodiac sign says about your taste in food! Explore how the 12 zodiac signs influence your culinary preferences with insights from MyPandit. Dive into astrology and flavors!
Industrial Tech SW: Category Renewal and CreationChristian Dahlen
Every industrial revolution has created a new set of categories and a new set of players.
Multiple new technologies have emerged, but Samsara and C3.ai are only two companies which have gone public so far.
Manufacturing startups constitute the largest pipeline share of unicorns and IPO candidates in the SF Bay Area, and software startups dominate in Germany.
Digital Marketing with a Focus on Sustainabilitysssourabhsharma
Digital Marketing best practices including influencer marketing, content creators, and omnichannel marketing for Sustainable Brands at the Sustainable Cosmetics Summit 2024 in New York
How are Lilac French Bulldogs Beauty Charming the World and Capturing Hearts....Lacey Max
“After being the most listed dog breed in the United States for 31
years in a row, the Labrador Retriever has dropped to second place
in the American Kennel Club's annual survey of the country's most
popular canines. The French Bulldog is the new top dog in the
United States as of 2022. The stylish puppy has ascended the
rankings in rapid time despite having health concerns and limited
color choices.”
[To download this presentation, visit:
https://www.oeconsulting.com.sg/training-presentations]
This presentation is a curated compilation of PowerPoint diagrams and templates designed to illustrate 20 different digital transformation frameworks and models. These frameworks are based on recent industry trends and best practices, ensuring that the content remains relevant and up-to-date.
Key highlights include Microsoft's Digital Transformation Framework, which focuses on driving innovation and efficiency, and McKinsey's Ten Guiding Principles, which provide strategic insights for successful digital transformation. Additionally, Forrester's framework emphasizes enhancing customer experiences and modernizing IT infrastructure, while IDC's MaturityScape helps assess and develop organizational digital maturity. MIT's framework explores cutting-edge strategies for achieving digital success.
These materials are perfect for enhancing your business or classroom presentations, offering visual aids to supplement your insights. Please note that while comprehensive, these slides are intended as supplementary resources and may not be complete for standalone instructional purposes.
Frameworks/Models included:
Microsoft’s Digital Transformation Framework
McKinsey’s Ten Guiding Principles of Digital Transformation
Forrester’s Digital Transformation Framework
IDC’s Digital Transformation MaturityScape
MIT’s Digital Transformation Framework
Gartner’s Digital Transformation Framework
Accenture’s Digital Strategy & Enterprise Frameworks
Deloitte’s Digital Industrial Transformation Framework
Capgemini’s Digital Transformation Framework
PwC’s Digital Transformation Framework
Cisco’s Digital Transformation Framework
Cognizant’s Digital Transformation Framework
DXC Technology’s Digital Transformation Framework
The BCG Strategy Palette
McKinsey’s Digital Transformation Framework
Digital Transformation Compass
Four Levels of Digital Maturity
Design Thinking Framework
Business Model Canvas
Customer Journey Map
HOW TO START UP A COMPANY A STEP-BY-STEP GUIDE.pdf46adnanshahzad
How to Start Up a Company: A Step-by-Step Guide Starting a company is an exciting adventure that combines creativity, strategy, and hard work. It can seem overwhelming at first, but with the right guidance, anyone can transform a great idea into a successful business. Let's dive into how to start up a company, from the initial spark of an idea to securing funding and launching your startup.
Introduction
Have you ever dreamed of turning your innovative idea into a thriving business? Starting a company involves numerous steps and decisions, but don't worry—we're here to help. Whether you're exploring how to start a startup company or wondering how to start up a small business, this guide will walk you through the process, step by step.
Part 2 Deep Dive: Navigating the 2024 Slowdownjeffkluth1
Introduction
The global retail industry has weathered numerous storms, with the financial crisis of 2008 serving as a poignant reminder of the sector's resilience and adaptability. However, as we navigate the complex landscape of 2024, retailers face a unique set of challenges that demand innovative strategies and a fundamental shift in mindset. This white paper contrasts the impact of the 2008 recession on the retail sector with the current headwinds retailers are grappling with, while offering a comprehensive roadmap for success in this new paradigm.
The Most Inspiring Entrepreneurs to Follow in 2024.pdfthesiliconleaders
In a world where the potential of youth innovation remains vastly untouched, there emerges a guiding light in the form of Norm Goldstein, the Founder and CEO of EduNetwork Partners. His dedication to this cause has earned him recognition as a Congressional Leadership Award recipient.
Brian Fitzsimmons on the Business Strategy and Content Flywheel of Barstool S...Neil Horowitz
On episode 272 of the Digital and Social Media Sports Podcast, Neil chatted with Brian Fitzsimmons, Director of Licensing and Business Development for Barstool Sports.
What follows is a collection of snippets from the podcast. To hear the full interview and more, check out the podcast on all podcast platforms and at www.dsmsports.net
Best practices for project execution and deliveryCLIVE MINCHIN
A select set of project management best practices to keep your project on-track, on-cost and aligned to scope. Many firms have don't have the necessary skills, diligence, methods and oversight of their projects; this leads to slippage, higher costs and longer timeframes. Often firms have a history of projects that simply failed to move the needle. These best practices will help your firm avoid these pitfalls but they require fortitude to apply.
IMPACT Silver is a pure silver zinc producer with over $260 million in revenue since 2008 and a large 100% owned 210km Mexico land package - 2024 catalysts includes new 14% grade zinc Plomosas mine and 20,000m of fully funded exploration drilling.
The Genesis of BriansClub.cm Famous Dark WEb PlatformSabaaSudozai
BriansClub.cm, a famous platform on the dark web, has become one of the most infamous carding marketplaces, specializing in the sale of stolen credit card data.
NIMA2024 | De toegevoegde waarde van DEI en ESG in campagnes | Nathalie Lam |...BBPMedia1
Nathalie zal delen hoe DEI en ESG een fundamentele rol kunnen spelen in je merkstrategie en je de juiste aansluiting kan creëren met je doelgroep. Door middel van voorbeelden en simpele handvatten toont ze hoe dit in jouw organisatie toegepast kan worden.
NIMA2024 | De toegevoegde waarde van DEI en ESG in campagnes | Nathalie Lam |...
Calcasieu Ship Channel Traffic Study (Port of Lake Charles)
1. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 1
Calcasieu Traffic Study
Base Case Results
Matthew von Schilling | 20 June 2014
2. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 2
Table of Contents
1. Introduction
2. Key Simulation Results
3. Traffic Year Results
4. Detailed Results
5. Pilot and Tug Requirements
6. Conclusions
4. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 4
Purpose and Background
Ausenco was engaged by the Port of Lake Charles to conduct a simulation study of the capacity of
the Calcasieu Ship Channel.
• Traffic in the channel is expected to increase significantly over the next 10 years due to the expanded
operations of the existing terminals and the construction of various proposed facilities. Vessel traffic is
forecasted to increase by over 50% in the next five years and to double by 2023.
• This increased traffic could have a significant impact on the operations of the channel and may require
changes to the channel infrastructure to avoid significant congestion and delays.
• Ausenco developed a detailed simulation model of the Calcasieu Ship Channel to investigate the
present and future channel capacity and assess the need for changes to the channel operations and
infrastructure.
5. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 5
Simulation Model Screenshot
The figure below shows a screenshot of the Calcasieu Ship Channel simulation model.
6. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 6
Simulation Model Scope
The Calcasieu Ship Channel simulation model included the following details:
• The Outer Bar and Inner Channel, from the CC buoy to the I-10 bridge.
• 19 existing and proposed terminals (over 30 berths) along the channel.
• Current and forecasted piloted vessel traffic to each terminal, from 2013 to 2033.
• Vessel transit rules: one-way traffic, passing restrictions, separation time between vessels, and
exclusion zones for LNG vessels.
• Convoys, which gave priority to vessels calling at terminals further up the channel.
• Inbound and outbound pilot boarding windows.
• Wind and visibility restrictions.
• Pilot and tug requirements.
The inputs for the model are discussed in detail in the Inputs and Assumptions document.1
1Ausenco, Calcasieu Ship Channel Traffic Study – Revised Draft Report: Inputs and Assumptions Section, June 2014
7. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 7
1,022
1,108
1,153
1,189
1,322
1,668
1,914
2,039
2,121 2,121
2,183 2,184 2,191
2,237 2,241 2,249 2,249 2,249 2,249 2,249 2,249
0
500
1,000
1,500
2,000
2,500
2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033
NumberofVesselCalls
Total Number of Piloted Vessel Calls (Vessel Mix)
Large LNG
Small LNG
Deep Draft
Wide
Narrow
Simulation Model Inputs
Vessel Traffic from 2013 to 2033
• Traffic forecasts for 2014 to 2033
were provided by the current and
future channel users.
• The vessels in the simulation model
were grouped into five categories –
Large LNG, Small LNG, Deep
Draft, Wide and Narrow.
• The majority of the increased traffic
was LNG carriers to the proposed
terminals.
• Deep Draft vessels that were laden
inbound and laden outbound are
discussed separately in the results,
since they were subject to different
boarding windows.
Annual traffic in the channel is expected to increase from 1,000 vessels in 2013 to over 2,000 vessels
in 2020.
8. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 8
Simulation Methodology
The simulation model was used to evaluate the traffic in each year – from 2013 to 2033 –
independently.
• Each traffic year was individually modeled as a unique “simulation run”. Within each simulation run, the
traffic for the year was repeated 40 times – to produce 40 simulated years – and each time with different
weather and environmental conditions. This repetition was done to provide a sufficient amount of
variability in the model outputs.
• The outputs from each simulation run were analyzed to determine statistics and conclusions about the
channel operations for each traffic year (based on the 40 repetitions).
• The results detailed in this presentation represent the “base case” simulation model – that is, the model
with the existing channel infrastructure and operational rules.
o The results provided assume a sufficient number of Pilots and tugs in the channel – these numbers
are discussed in detail in Section 5.
9. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 9
Key Performance Indicators
Two key performance indicators (KPIs) were used to assess the capacity of the channel and the
impact of increased traffic: the number of vessel calls and the vessel wait time.
• The number of vessel calls indicated whether the channel was capable of handling the scheduled traffic.
• Vessel wait time was a measure of how much vessels were delayed waiting to enter the channel and
represented the effect of congestion on operations. Although the channel may be capable of handling
increased traffic levels, the additional delays incurred may not be acceptable to the channel or the users.
• Inbound wait time for a vessel was counted from the time it was assigned a berth and ready to enter the
channel, and was equal to the time a vessel waited at the pilot boarding area due to opposing traffic,
government regulations, boarding windows, wind, visibility, and Pilot and/or tug availability.
• Outbound wait time for a vessel was counted from the time it had finished all loading or unloading
activities and was ready to depart, and was equal to the time a vessel waited at berth for suitable
conditions as noted immediately above.
• Combined wait time was the sum of the inbound and outbound wait time.
10. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 10
Wait Time Statistics
Detailed statistics for wait time were produced by the simulation model and are detailed in this
presentation.
• The wait time experienced by each individual vessel in the entire simulation was an output of the model.
Statistics about the overall wait times were calculated from an analysis of the individual wait times.
• The median (or 50th percentile) wait time is primarily used in this presentation because it represents the
delays for a “typical” vessel. Other statistics – namely, the minimum, 25th, 75th and 99th percentiles –
provide a distribution of the operations.
• These statistics are identified on box and whisker diagrams:
• The 99th percentile is shown on the figures as the peak value rather than the 100th percentile (the
absolute maximum). This was done because each simulation run had a few vessels that experienced
excessively long delays which in practice could be reasonably managed and mitigated by the channel.
99th Percentile
75th Percentile
Minimum
25th Percentile
Median
11. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 11
Structure of Results Sections
The results of the traffic year simulation runs are detailed in several sections:
• Key Simulation Results: presents the results for the 2013, 2018, and 2023 traffic years. These traffic
years represented the operations of the channel over the next ten years, when traffic is expected to
increase significantly, and provide a general overview of the study results.
• Traffic Year Results: presents the results for each traffic year (from 2013 to 2033) to show when and
how the wait time increased with additional traffic.
• Detailed Results: presents detailed outputs for the 2018 and 2023 traffic cases to identify the potential
key causes of wait time in the channel.
• Pilot and Tug Requirements: presents the number of Pilots and tugs required for the channel for each
traffic year.
13. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 13
2.3 h 4.6 h 6.8 h
0
24
48
72
96
120
144
2013 2018 2023
CombinedWaitTime(h/vessel)
99th Percentile
75th Percentile
Median
25th Percentile
Minimum
Key Performance Indicators
Comparison of 2013, 2018, and 2023 Traffic Years
• The figure shows the wait time
statistics for all vessels in 2013,
2018, and 2023.
• The median wait time increased
from 2.3 hours in 2013 to 6.8 hours
in 2023, as a result of the additional
traffic in the channel.
• The table shows that the channel
was able to handle all of the
scheduled vessel traffic in all three
traffic years.
• The results indicate that while the
Calcasieu Ship Channel is capable
of handling all of the additional
traffic, vessels calling at the
channel will typically experience
higher wait times.
Year
Number of
Vessels
Scheduled
Number of
Vessels
Handled
2013 1,022 1,022
2018 1,668 1,668
2023 2,183 2,183
14. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 14
Wait Time by Vessel Category
Comparison of 2013, 2018, and 2023 Traffic Years
• The figures show the wait time for
each of the modeled vessel
categories in 2013, 2018, and
2023.
• The median wait time increased by
3.1 to 4.0 hours between 2013 and
2023 for the vessel categories
present in both traffic years.
• The Large LNG carriers had the
highest wait times out of all vessel
categories in both 2018 and 2023.
3.5 h 2.6 h 1.3 h
0
24
48
72
96
120
144
201399th Percentile
75th Percentile
Median
25th Percentile
Minimum
8.8 h 5.5 h 6.6 h 2.1 h 4.1 h 3.1 h
0
24
48
72
96
120
144
CombinedWaitTime(h/vessel)
2018
12.3 h
7.5 h 8.6 h 3.1 h 5.7 h 4.6 h
0
24
48
72
96
120
144
Large LNG Deep Draft
(Laden Inbound)
Deep Draft
(Laden Outbound)
Small LNG Wide Narrow
2023
16. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 16
0
24
48
72
96
120
144
2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033
CombinedWaitTime(h/vessel)
Total Wait Time Distribution by Year
99th Percentile
75th Percentile
Median
25th Percentile
Minimum
Wait Time for All Vessels
Each Traffic Year from 2013 to 2033
• The figure shows the wait time
statistics for all vessels for each of
the traffic years.
• The median wait time increased
from 2.3 hours in 2013, to 4.6 hours
in 2018, and to 6.8 hours in 2023.
• The 99th percentile wait time
increased from 31.0 hours in 2013,
to 50.8 hours in 2018, and to
67.2 hours in 2023.
• The wait time for all vessels
followed the same trend as the
increase in traffic (as shown on
Slide 7).
17. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 17
0
6
12
18
24
2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033
MedianCombinedWaitTime(h/vessel)
Combined Wait Time by Vessel Type
Large LNG
Deep Draft (Laden Inbound)
Deep Draft (Laden Outbound)
Small LNG
Wide
Narrow
All Vessels
Wait Time by Vessel Category
Each Traffic Year from 2013 to 2033
• The figure shows the median wait
time for each vessel category for
each traffic year.
• The Large LNG carriers had the
largest increase in median wait time
– from 6.4 hours in 2017 (the first
year in which they are expected to
call at terminals in the channel) to
12.3 hours in 2023.
• The wait time for all other vessel
categories increased moderately as
the traffic increased.
• The wait time in a given traffic year
was highest for the most-restricted
vessel categories – Large LNG
carriers and Deep Draft vessels.
19. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 19
Detailed Wait Time Results for Vessel Categories
The wait times for each vessel category were analyzed in detail to determine which aspects of the
channel were the cause of delays.
• Each vessel category was subject to different rules and restrictions that governed when vessels could
enter the channel.
• The following slides show the wait times for each vessel category and for each month. The comparison
between vessel categories allowed the identification of particular causes of wait time, and the monthly
breakdown allowed an assessment of seasonal causes.
• It is somewhat difficult to assign an exact cause to delays experienced by any single vessel because
delays are often subject to knock-on effects. For example, a vessel may be delayed initially due to
opposing traffic, and then further delayed by a missed boarding window or weather (or by multiple
conditions at the same time).
• The results are shown for the 2018 and 2023 traffic cases because these represented key years for
traffic increases and provided suitable indications for the causes of wait time.
• Since the Large LNG carriers and Deep Draft vessels were the two most restricted vessel categories,
the majority of comparisons are made between these categories.
20. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 20
5.6 h 3.3 h 3.1 h 2.8 h 1.4 h 0.9 h 1.2 h 1.5 h 1.1 h 1.7 h 1.9 h 2.5 h0
24
48
72
96
120
144
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Deep Draft (Laden Inbound)
99th Percentile
75th Percentile
Median
25th Percentile
Minimum
Wait Time by Month | 2018 Traffic Year
Inbound Wait Time for Large LNG Carriers & Deep Draft Vessels
• The figures show the inbound wait
time in 2018 for Large LNG carriers
and Deep Draft vessels that were
laden on their inbound transit.
• Although both vessel categories were
restricted by the same inbound
boarding windows, the Large LNG
carriers had consistently higher
median wait times.
• The passing restrictions for LNG
carriers on the Outer Bar as well as
the more restrictive wind limit likely
resulted in the overall higher wait time
throughout the year.
• The median wait times for both vessel
categories varied seasonally (lower in
summer months and higher in winter
months), which was the result of wind
and visibility delays.
9.2 h 5.9 h 6.2 h 5.7 h 2.8 h 2.7 h 2.6 h 2.4 h 2.0 h 3.5 h 3.0 h 6.2 h
0
24
48
72
96
120
144
InboundWaitTime(h/vessel)
Large LNG
21. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 21
3.3 h 4.8 h 6.0 h 2.5 h 1.9 h 2.8 h 1.7 h 1.4 h 1.5 h 3.0 h 3.6 h 6.5 h
0
24
48
72
96
120
144
OutboundWaitTime(h/vessel)
Large LNG
Wait Time by Month | 2018 Traffic Year
Outbound Wait Time for Large LNG Carriers & Deep Draft Vessels
• The figures show the outbound wait
time in 2018 for Large LNG carriers
and Deep Draft vessels that were
laden on their outbound transit
(since these vessels were subject
to the same outbound boarding
windows as the Large LNG
carriers).
• Similar to the previous slide, there
was a distinct seasonality that was
attributed to weather.
• The median wait time was higher
for the Deep Draft vessels than the
Large LNG carriers. These Deep
Draft vessels called at terminals
further upstream than the Large
LNG vessels, and were subject to
more delays.
7.4 h 7.9 h 6.7 h 3.7 h 3.2 h 4.7 h 2.8 h 4.4 h 4.3 h 4.1 h 4.7 h
11.8 h
0
24
48
72
96
120
144
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Deep Draft (Laden Outbound)
99th Percentile
75th Percentile
Median
25th Percentile
Minimum
22. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 22
Wait Time by Month | 2018 Traffic Year
Combined Wait Time for All Other Vessels
• The three figures show the
combined wait time in 2018 for the
three other vessel categories –
Small LNG carriers, Wide vessels,
and Narrow vessels – that is, those
that were not restricted by inbound
and outbound boarding windows.
• The wait times for these three
vessel categories were much lower
than those for Large LNG carriers
or Deep Draft vessels.
• Although the wait times had some
seasonality, it was not as
pronounced as for the other vessel
categories.
3.3 h 3.3 h 3.0 h 2.4 h 1.1 h 1.3 h 1.1 h 1.5 h 1.4 h 2.8 h 2.5 h 2.6 h0
24
48
72
96
120
144
Small LNG
5.5 h 5.5 h 5.8 h 4.2 h 2.9 h 2.9 h 3.0 h 3.2 h 3.2 h 4.7 h 4.7 h 4.9 h
0
24
48
72
96
120
144
CombinedWaitTime(h/vessel)
Wide
99th Percentile
75th Percentile
Median
25th Percentile
Minimum
4.8 h 4.6 h 4.6 h 3.6 h 2.1 h 2.2 h 2.4 h 2.0 h 2.2 h 3.6 h 3.8 h 3.9 h0
24
48
72
96
120
144
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Narrow
23. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 23
Wait Time by Month | 2023 Traffic Year
Inbound Wait Time for Large LNG Carriers & Deep Draft Vessels
• The figures show the inbound wait
time in 2023 for Large LNG carriers
and Deep Draft vessels that were
laden on their inbound transit.
• As was seen in the results for 2018,
the median wait times for both
vessel categories varied seasonally
and the Large LNG carriers had
consistently higher median wait
times.
13.0 h 9.3 h 9.7 h 8.5 h 5.4 h 3.6 h 4.1 h 4.0 h 3.3 h 5.4 h 6.0 h 7.8 h
0
24
48
72
96
120
144
InboundWaitTime(h/vessel)
Large LNG
8.5 h 4.5 h 5.6 h 4.4 h 2.8 h 2.0 h 2.4 h 3.1 h 2.1 h 2.8 h 3.5 h 4.3 h0
24
48
72
96
120
144
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Deep Draft (Laden Inbound)
99th Percentile
75th Percentile
Median
25th Percentile
Minimum
24. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 24
Wait Time by Month | 2023 Traffic Year
Outbound Wait Time for Large LNG Carriers & Deep Draft Vessels
• The figures show the outbound wait
time in 2023 for Large LNG carriers
and Deep Draft vessels that were
laden on their outbound transit.
• As was seen in the results for 2018,
the median wait time was higher for
the Deep Draft vessels than the
Large LNG carriers.
4.3 h 5.1 h 6.9 h 3.6 h 2.7 h 3.4 h 2.2 h 2.3 h 2.8 h 3.4 h 4.1 h 8.7 h
0
24
48
72
96
120
144
OutboundWaitTime(h/vessel)
Large LNG
7.3 h 7.9 h 8.4 h 6.8 h 5.0 h 4.8 h 3.5 h 4.3 h 4.5 h 4.5 h 7.1 h 11.0 h
0
24
48
72
96
120
144
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Deep Draft (Laden Outbound)
99th Percentile
75th Percentile
Median
25th Percentile
Minimum
25. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 25
Wait Time by Month | 2023 Traffic Year
Combined Wait Time for All Other Vessels
• The three figures show the
combined wait time in 2023 for the
Small LNG carriers, Wide vessels,
and Narrow vessels.
• As was seen in the results for 2018,
the wait times for these three
vessel categories were much lower
than those for Large LNG carriers
or Deep Draft vessels.
4.1 h 3.9 h 4.2 h 3.3 h 2.3 h 2.2 h 2.3 h 2.4 h 2.1 h 3.8 h 3.4 h 3.8 h0
24
48
72
96
120
144
Small LNG
7.6 h 6.9 h 7.3 h 6.1 h 4.5 h 4.3 h 4.4 h 4.4 h 4.5 h 6.6 h 6.9 h 6.6 h
0
24
48
72
96
120
144
CombinedWaitTime(h/vessel)
Wide
99th Percentile
75th Percentile
Median
25th Percentile
Minimum
6.2 h 6.0 h 6.2 h 5.4 h 3.5 h 3.3 h 3.4 h 3.2 h 3.4 h 4.7 h 5.6 h 5.7 h
0
24
48
72
96
120
144
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Narrow
26. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 26
Summary of Detailed Wait Time Results
The monthly statistics demonstrated that wait time was highly seasonal for certain vessel
categories and that the Large LNG carriers experienced the highest combined wait times.
• The wait times for all vessel categories were seasonal which was attributed to the wind and visibility
delays. The Large LNG carriers, the most restricted vessel category, had the most pronounced
seasonality.
• Weather delays are difficult to mitigate and as traffic increases in the channel, such delays will have a
more significant impact and result in higher wait times.
• Weather delays create knock-on effects, however, which could be mitigated. After a delay ended, there
was often a queue of vessels waiting to enter or exit the channel, and any additional restrictions on the
queued vessels – boarding windows, passing, etc. – increased the time before the backlog could be
cleared.
• Any changes to the channel operations and infrastructure that would allow vessels to move more freely
(longer boarding windows, passing lanes, revised LNG exclusion zones, etc.) would likely reduce wait
times for all vessels in the channel.
• It is also expected that changes that only directly decrease wait times for one vessel category (e.g.
changing passing restrictions for LNG carriers) will have a secondary impact and decrease wait times
for all other vessel categories.
27. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 27
Several vessels per year experienced excessive wait times. The figure below demonstrates a
series of events that prevented a vessel from entering the channel, and shows how wait time can
be the result of multiple causes.
Example of a Long Wait Time
Worst Case (100th Percentile) Scenario
28. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 28
5 Pilot and Tug Requirements
29. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 29
Pilot Requirements
Each modeled vessel required at least one Lake Charles Pilot on board to transit the Calcasieu
Ship Channel.
• There are currently 17 Pilots employed by the Port of Lake Charles.
• The Pilots have restrictions on continuous working hours and required break periods, as well as a limit
to the number of working hours in a year.
• The exact number of hours the Pilots will work in each year in the future was not known at the time of
the study, so the number of Pilots required was determined for limits of 700, 800, and 900 working hours
per year.
• For the simulation model, the working hour limits were assumed to be a hard limit – that is, the Pilots in
the model were unable to exceed this limit. As such, if the modeled channel had an insufficient number
of Pilots, then it was unable to handle the scheduled vessel traffic.
30. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 30
0
5
10
15
20
25
30
35
40
45
50
55
2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033
NumberofPilotsRequired
Channel Pilot Requirements
700 h/y Pilot Working Hour Limit
800 h/y Pilot Working Hour Limit
900 h/y Pilot Working Hour Limit
Pilots Required in 2018:
700 h/y:
800 h/y:
900 h/y:
36
32
28
Pilots Required in 2023:
700 h/y:
800 h/y:
900 h/y:
49
43
38
Pilots Required in 2013:
700 h/y:
800 h/y:
900 h/y:
22
19
17
Number of Pilots Required
Each Traffic Year from 2013 to 2033
• The figure shows the number of
Pilots required to handle the
modeled traffic in the channel for
each traffic year and for the three
different working hour limits.
• The number of Pilots required
varied between 17-22 in 2013 to
38-49 in 2023, which was roughly
proportional to the increase in
traffic.
• The real Calcasieu Ship Channel
employed 17 Pilots in 2013.
31. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 31
Channel Tug Requirements
Each modeled vessel required two assist tugs to transit the Calcasieu Ship Channel.
• The channel currently has 7 assist tugs, which is equivalent to 3 tug “sets” (with the 7th tug available as
a spare).
• All of the LNG terminals were assumed to provide their own dedicated tugs, so the LNG carriers in the
simulation model did not require the use of the channel tugs.
o The tug requirements for the LNG terminals were not known at the time of the study, nor were the
rules for shared usage for the dedicated LNG terminal tugs, so the tug usage for these terminals
could not be accurately modeled.
• Unlike the Pilots, if the channel had an insufficient number of tugs, it could still be possible to handle all
of the scheduled traffic, albeit with additional delays. That is, the number of tugs did not impose a hard
limit on the number of vessels that could be handled.
• Simulation runs with different numbers of tug sets were performed to determine how the number of tugs
impacted vessel wait time and to assess the need for additional tugs.
32. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 32
Number of Channel Tugs Required
Vessel Wait Time for 2013, 2018, and 2023
• The figure shows the wait time for
the vessels which required channel
tugs (i.e. non-LNG vessels) in
2013, 2018, and 2023 when the
modeled channel had different
numbers of tug sets.
• The results are shown for
simulation runs with 3 and 4
channel tugs sets, as well as with
unlimited tug sets.
• The results indicate that an
increased number of channel tugs
did not significantly reduce vessel
wait time.
2.4 h 2.2 h 2.2 h 4.2 h 3.9 h 3.8 h
5.7 h 5.3 h 5.2 h
2013 2018 2023
0
24
48
72
96
120
144
3 Tug Sets
(Present)
4 Tug Sets Unlimited
Tug Sets
3 Tug Sets
(Present)
4 Tug Sets Unlimited
Tug Sets
3 Tug Sets
(Present)
4 Tug Sets Unlimited
Tug Sets
CombinedWaitTime(h/vessel)
Wait due to Tugs
99th Percentile
75th Percentile
Median
25th Percentile
Minimum
34. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 34
Overall Conclusions
The results of the base case simulation runs showed that the channel was capable of handling the
forecasted traffic levels up to 2033, although the increased traffic was subject to longer wait times
that may need to be mitigated.
• For each traffic year, the channel was capable of handling the scheduled number of vessels.
• Wait time increased for all vessels as traffic increased, although Large LNG carriers experienced the
most significant increase in wait time.
• The overall wait time increased, and if the amount indicated by the model is considered unacceptable –
for example, if the typical wait times experienced by the present traffic needs to be maintained – then
changes to the channel operations or infrastructure should be investigated.
• The discussion of results focused on median wait time (the wait time for a typical vessel), but the long
wait times caused by multiple sources could impact production capabilities at the terminals and may
need to be considered as well.
• The channel will require a significantly higher number of Pilots to handle the forecasted additional traffic.
• The current number of channel tugs is likely sufficient for the channel (assuming the LNG terminals
provide their own dedicated tugs) since additional tugs did not significantly reduce wait time.
35. Calcasieu Traffic Study – Base Case Results | 20 June 2014 | 35
Next Steps
The next major step for the study is to determine which sensitivity cases to perform.
• Each sensitivity case can be used to investigate changes to the channel operations to determine if they
improve the wait time as intended. Results can be compared between sensitivity cases to attempt to
identify the “optimal” changes.
• Some potential changes which could be investigated in the study are:
o Changes to LNG exclusion zone restrictions and passing rules (on the entire channel or just on the
Outer Bar)
o Passing lane(s) (location(s) and length(s) to be determined)
o Anchorages (specific locations to be determined)
o A salt water barrier
o Revised boarding window rules (if possible)
o Combinations of the above
The other remaining steps for the simulation study are:
• Produce report detailing results of the base case and sensitivity cases.
• Prepare user interface for simulation model.