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U.C.D. School of Mechanical and Materials Engineering
Mechanical Engineering Project
MEEN 30120
Modelling of Energy Flows during
Container Handling by Gantry Cranes
used at Sea-Ports
Author: Desmond Seepersad
Supervisor: Dr. David Timoney
April 2015
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
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Copyright Declaration
This thesis is the copyright of the author’s original research. It has been composed by the author and
has not been previously submitted for examination which has led to the award of a degree.
The copyright of this thesis belongs to the author. Due acknowledgement must always be made of the
use of any of the material contained in, or derived from, this thesis.
Copyright © 2015 by Desmond Seepersad
All rights reserved
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
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Contents
Copyright Declaration .............................................................................................................. 1-i
Contents ..................................................................................................................................... ii
Abstract ..................................................................................................................................... iii
List of Figures ............................................................................................................................ iv
List of Tables ............................................................................................................................. iv
List of Graphs ............................................................................................................................. v
Glossary ..................................................................................................................................... vi
Acknowledgements ................................................................................................................. viii
Introduction ............................................................................................................. 1
1.1 Context and motivation .............................................................................................. 1
1.2 Irish ports .................................................................................................................... 5
1.3 Dublin Port ................................................................................................................ 10
1.4 Throughput at Dublin Port ........................................................................................ 15
1.5 Port Capacity ............................................................................................................. 17
1.6 Ports and their Environment ..................................................................................... 19
1.7 Ports as Energy Hubs ................................................................................................. 21
1.8 Air quality and Emissions .......................................................................................... 26
1.9 Dublin Ferryport Terminals (DFT) .............................................................................. 29
1.10 Rubber Tyred Gantry Cranes (RTGs) ......................................................................... 31
1.11 Overall Project Aim ................................................................................................... 38
1.12 Project Objectives ..................................................................................................... 38
1.13 Report Layout ............................................................................................................ 39
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
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Abstract
This project is centred on the issue of fuel efficiency of gantry cranes for container handling in use at
container terminals throughout the world. In particular, the possibility of regenerating a portion of
the energy used in the operation of the cranes through the use of energy recovery and storage
technologies is addressed. The method used was to undertake a literature review to gain an
understanding of the operation of the cranes and the potential energy recovery and storage
solutions. It was found that of all crane operations, hoisting and lowering of containers presents the
greatest energy recovery opportunity and that motion in the horizontal plane can be ignored.
Microsoft Excel and Visual Basic for Applications were used to develop a detailed calculation scheme
and user interface. It was calculated that the use of a flywheel ESS can result in a reduction in fuel
consumption of up to 50.09% while the use of a SC ESS offers the potential to reduce fuel
consumption by 28.34%.
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
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List of Figures
Figure 1.1.1: PM from ships navigating a port’s waterways .................................................................................. 2
Figure 1.1.2: Trans-European Transport Network .................................................................................................. 5
Figure 1.2.1: Irish ports and transport connections ................................................................................................ 7
Figure 1.2.2: LoLo tonnage profile 2012 [13] Figure 1.2.3: RoRo tonnage profile 2012 [13] ........................... 10
Figure 1.3.1: Aerial view of Dublin Port ................................................................................................................ 12
Figure 1.3.2: Overview of Dublin Port lands ......................................................................................................... 12
Figure 1.3.3: Current tenants leasing on the Dublin Port estate .......................................................................... 14
Figure 1.3.4: Energy consumption distribution as a percentage of total terminal energy consumption 2012 ..... 15
Figure 1.6.1: Sensitive natural environment of Dublin Port .................................................................................. 20
Figure 1.7.1: RTG share of total fuel consumption ............................................................................................... 25
Figure 1.10.1: Gantry cranes “Samson and Goliath” ............................................................................................ 31
Figure 1.10.2 Various Crane uses .......................................................................................................................... 32
Figure 1.10.3: RTG diagram .................................................................................................................................. 33
Figure 1.10.4: Hoisting mechanism known as a spreader .................................................................................... 34
Figure 1.10.5: Hoisting mechanism for spreader .................................................................................................. 35
Figure 1.10.6: Sample container handling operation ........................................................................................... 36
Figure 1.10.7: RTG diesel genset ........................................................................................................................... 36
Figure 1.10.8: Diagram of genset connection to hoist .......................................................................................... 37
List of Tables
Table 1.2.1: Three tiers of the Irish port system ..................................................................................................... 8
Table 1.2.2: Specialisation of Irish ports ............................................................................................................... 10
Table 1.4.1: Dublin Port Company overview ......................................................................................................... 16
Table 1.7.1: Terminal equipment at Dublin Port ................................................................................................... 22
Table 1.7.2: CO2 equivalent of diesel fuel consumption ........................................................................................ 23
Table 1.9.1: Dublin Ferryport Terminals specifications ......................................................................................... 30
Table 1.10.1 RTG diagram .................................................................................................................................... 33
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
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List of Graphs
Graph 1.1.1: Throughput through Irish ports 1997 - 2011 ..................................................................................... 3
Graph 1.1.2: 30 year annual growth rate at Dublin Port 1990 - 2014 .................................................................... 4
Graph 1.2.1: Increase in port throughput 1998 - 2007 ........................................................................................... 6
Graph 1.2.2: Increase in tonnage of vessels calling at irish ports 2000 – 2011 [11] ............................................... 9
Graph 1.3.1: Composition of total tonnage at Dublin Port by category 2007 ...................................................... 13
Graph 1.4.1: Historical throughput at Dublin Port ............................................................................................... 16
Graph 1.4.2: Dublin Port’s share of Republic of Ireland’s tonnage 2002 & 2007 ................................................. 17
Graph 1.5.1: Dublin Port throughput projections for 2010 - 2040 ........................................................................ 19
Graph 1.7.1: Diesel fuel provides most of the energy input to container terminals ............................................. 22
Graph 1.7.2: Breakdown of fuel consumption showing the RTGs consume the most fuel ................................... 25
Graph 1.7.3: Breakdown of fuel consumption showing the RTGs consume the most fuel ................................... 25
Graph 1.8.1: World Health Organisation guidelines for PM10 exceeded in 2013 ................................................ 28
Graph 1.8.2: Sources and trends of So2 emissions 1990 - 2012 ........................................................................... 28
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
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Glossary
ACC Anthropogenic Climate Change
BCT Belfast Container Terminal
CAES Compressed Air Energy Storage
CAGR Compound Annual Growth Rate
CNG Compressed Natural Gas
CO Carbon Monoxide
CO2 Carbon Dioxide
COE Cost of Electricity
DCC Dublin City Council
DFT Dublin Ferry Port Terminal
DGPS Differential Global Positioning System
DMS Drive Management System
DPC Dublin Port Company
Draft Distance From Waterline To Keel Of The Vessel
Dwell Time Time Spent By Cargo At A Terminal Prior To Being Dispatched For Further Transport
EC Electrochemical Capacitors, Also Referred To As Ultracapacitor
EDLC Electric Double-Layer Capacitor
EMS Environmental Management System
EPA Environmental Protection Agency
EPF Ecoports Foundation
ERTG Electric Rubber Tyred Gantry
ERTG Electric RTG
ESPO European Seaports Organisation
ESS Energy Storage System
EU European Union
EV Electric Vehicle
FC Fuel Cell
GHG Greenhouse Gas
HGV Heavy Goods Vehicle
hp Horsepower
HSF High Speed Flywheel
Hz Hertz
ICG Irish Continental Group
kg Kilograms
kg/kWh Kilograms per Kwh
kJ Kilojoules
km Kilometres
km/h Kilometres per Hour
kW Kilowatts
kWh Kilowatt Hours
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
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l/h Litres per Hour
Li-Ion Lithium-Ion
LNG Liquefied Natural Gas
LoLo Lift On Lift Off
m/min Metres per Minute
m/s Metres per Second
MJ Megajoules
MS Microsoft
NaS Sodium–Sulphur
NCTV Noatum Container Terminal Valencia
NG Natural Gas
Ni-MH Nickel-Metal Hydride
Nox Oxides Of Nitrogen; Nitric Oxide (No) Or Nitrogen Dioxide (No2)
OPS On-Shore Power Supply, Also Referred To As Shore-Side Electricity
Pb-Acid Lead-Acid
PE Potential Energy
PERS Ports Environmental Review System
PM Particulate Matter
RES Renewable Energy Systems
RMG Rail-Mounted Gantry Crane
RoRo Roll On Roll Off (One Of Five Cargo Modes)
RPM Revolutions Per Minute
RTG Rubber Tyred Gantry Crane
SC Supercapacitor
SECA Sulphur Emission Control Area
SMES Superconducting Magnetic Energy Storage
STS Ship-To-Shore Crane
TEN-T Trans-European Transport Network
TESS Thermal Energy Storage Systems
TEU Twenty Foot Equivalent Units
TT Terminal Tractor
UHC Unburned Hydrocarbons
UI User Interface
Unladen units Containers That Are Shipped Through A Port Without Containing Any Goods
UPS Uninterruptible Power Source
US DOE United States Department Of Energy
V Volts
V2G Vehicle-To-Grid
VBA Visual Basic For Applications
VSD Variable Speed Drive
YICT Yantian International Container Terminal
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
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Acknowledgements
Firstly, I thank Dr. David Timoney for his invaluable assistance and guidance throughout the course
of this project. His honest feedback helped shape the progress of the project. I wold also like to
thank Mr. Ciaran Callan of Dublin Port Company and Mr. Alec Colvin of Dublin Ferryport Terminals
for their time and insight into the operation of a port terminal. Finally, I would like to thank John
Moran, senior technician at University College Dublin, for his support, encouragement and interest
during the execution of this project.
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
Chapter 1: Introduction - 1.1 Context and motivation 1
Introduction
1.1 Context and motivation
Anthropogenic climate change1 (ACC), environmental sustainability and energy efficiency are major
concerns of developed nations, governments, businesses and citizens. As unwanted and often
harmful emissions are the direct result of energy consumption in the form of fossil fuels, a reduction
in consumption levels leads to improved environmental compatibility. Hence, improving energy
efficiency typically has the knock-on effect of decreasing fossil fuel consumption and increasing
environmental sustainability. Significant work is undertaken on an ongoing basis by companies and
engineers to determine sources of energy wastage, opportunities for improved energy efficiency,
and means to exploit renewable energy systems (RES). While these efforts may initially seem costly,
they have great potential to reduce costs as a result of lower fuel consumption and to pose
opportunities for new business ventures [1]. For example, the member states of the European Union
(EU) have established an energy saving scheme to reduce the energy consumption level of 2005 by
20% until 2020 with the aim of generating cost savings of approximately €60bn per annum [2].
The concern over global climate change has increased in recent years leading to local, national and
regional governments becoming more heavily involved in the promotion and enforcement of
improved environmental sustainability. This is particularly relevant within the EU where, taking 1990
as a base year, the “Europe 2020” ten-year growth strategy aims by 2020 to reduce greenhouse gas2
(GHG) emissions by 20%, increase energy from RES to 20% and improve energy efficiency by 20%
[3]. The EU has further committed to reduce GHG emissions to 80%-95% of 1990 levels by 2050 [3].
In order to achieve these ambitious targets, it is wholly necessary to understand energy flows within
the major energy consuming industries [1].
1 Anthropogenic climate change is climate change as a result of human activities, namely the emissions of
greenhouse gases (GHGs) and in particular Carbon Dioxide (CO2).
2 Greenhouse gasses are the gaseous constituent of the atmosphere, both natural and anthropogenic, that
absorb and emit radiation at specific wavelengths. GHGs maintain earth at a habitable temperature, however
excessive concentrations lead to an increase in that temperature. GHGs include carbon dioxide (CO2), methane
(CH4), nitrous oxide (N2O), hydrofluorocarbons (HFCs), perfluorocarbons (PFCs) and sulfur hexafluoride (SF6).
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
Chapter 1: Introduction - 1.1 Context and motivation 2
Transportation is one of these sectors which contributes significantly to energy consumption across
the EU [4]. In fact, the transportation industry’s carbon footprint is deemed to be second only to the
energy industry [3]. “Clean Power for Transport: a European Alternative Fuels Strategy” was
launched by the European Commission in January 2013 with the aim of investigating opportunities
for reducing the energy intensity of the transportation network [4]. The entire transportation supply
chain is affected by this strategy. However, this is particularly relevant to the maritime transport and
port and logistic industries given their strategic importance as key drivers of international trade and
transporters of goods [4]. Hence, “Green Technologies and Eco-Efficient Alternatives for Cranes and
Operations at Port Container Terminals – GREENCRANES”, a project specific to port container
terminals (PCT), was launched and ran from August 2012 to May 2014 [4].
PCTs consume huge amounts of energy, particularly in the form of fossil fuels [5]. However, within
the global transportation supply chain they constitute a minor portion of the overall energy
consumption [3]. Furthermore, the majority of emissions at a given PCT can often be attributed to
ships navigating the PCT’s waterways or maintaining their engines in a standby position during
unloading [3].
Figure 1.1.1: PM from ships navigating a port’s waterways
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
Chapter 1: Introduction - 1.1 Context and motivation 3
But, it is difficult to attribute the emissions of a docked international vessel to a particular company,
PCT or even country. Nonetheless, nationally PCTs are considered to emit GHGs on an equivalent
scale to other heavy industries and hence are the focus of political efforts to reduce emissions and
improve energy efficiency [3]. Furthermore, the fossil fuels upon which the PCTs are so reliant are
mostly imported and subject to unstable price fluctuations [6].
Graph 1.1.1: Throughput through Irish ports 1997 - 2011
Although throughput at Irish ports experienced a sharp decline from 2007 to 2010 as a result of the
global financial crisis, those volumes have since returned to growth and are set to reach pre-crisis
levels in the immediate future [7].
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Chapter 1: Introduction - 1.1 Context and motivation 4
Graph 1.1.2: 30 year annual growth rate at Dublin Port 1990 - 2014
This will subsequently lead to increased levels of related transportation services. Hence, in order to
meet the Europe 2020 targets, the transportation sector will have to make emission reductions
allowing for the overall increase in activity relative to 1990 [8].
Despite the reliance of the port and maritime transport industries on consumption of vast amounts
of energy, energy efficiency was not previously considered as an area of major importance [4]. The
Green Cranes project, funded by the Trans-European Transport Network (TEN-T ), aims to change
this mentality by highlighting the potential to implement energy efficiency improvements resulting
in cost reductions [4].
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
Chapter 1: Introduction - 1.2 Irish ports 5
Figure 1.1.2: Trans-European Transport Network
Port equipment and machinery are the main focus of the project as they constitute the majority of
the energy consumed by a PCT and hence provide vast opportunity to reduce fuel costs [4].
Additionally, the customers of PCTs are becoming increasingly interested in the perceived
environmental impact of their services [1]. It is thus acknowledged that port authorities must strive
to determine energy sinks and sources within their businesses to reduce costs and environmental
impact, improve their overall energy efficiency and relationship with their customers [1].
The Green Cranes project and other innovative efforts can provide solutions to the main
environmental issues faced by ports, but these approaches are occasionally met with resistance as
businesses are hesitant to invest in technologies which they fear could prove to be unsuccessful [9].
To avoid this uncertainty, it is first necessary to gain a better understanding of the energy flows
within the port and the surrounding areas [10]. This should involve both active monitoring and
calculation of the major energy flows within the port to determine the areas which represent the
greatest opportunity for efficiency improvements. Without such information, energy efficiency
measures cannot be effectively implemented [1]. Unfortunately, for the majority of ports worldwide
such monitoring programmes are absent [1]. Hence, it was the aim of this project to develop a
calculation scheme to estimate the energy usage in typical operating circumstances at a port.
1.2 Irish ports
As an island economy with 90% of GDP exported and seaports responsible for handling 99.5% of the
volume, equivalent to 62% of the value, of foreign trade, the Irish port network plays a crucial role in
facilitating economic growth across the island of Ireland [11-13]. Many of Ireland’s leading
employers and contributors to national GDP are exporters who rely on the port network to conduct
their business on international markets, examples include the pharmaceuticals, chemicals,
electronics, meat, dairy, and beverage industries [13]. In recent years, exports have been the only
net contributor to economic growth in Ireland and it is widely accepted that Ireland’s chances of
economic success rely heavily on the ability to trade internationally and hence rely on an adequate
and competitive port network [13, 14]. The Irish port governance model is coherent with the
approach taken in Europe, in that the port authorities are publically controlled with a large amount
of private sector involvement in the provision of ancillary services [11].
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Chapter 1: Introduction - 1.2 Irish ports 6
In the past 20 years, throughput at Irish ports has drastically expanded and contracted in line with
the wider economy. However, an EU wide comparison has shown that the port sector overreacts to
changes in the economy with large changes in throughput for moderate changes in economic activity
[15]. In the decade between 1997, when the Irish commercial ports were corporatized, and 2007,
when the effects of the global financial crisis were beginning to be felt, there was a 35% increase in
the quantity of goods moving through Irish ports with throughput reaching its peak at 54.1 million
tonnes (t) in 2007 [11].
Graph 1.2.1: Increase in port throughput 1998 - 2007
Unitised traffic was responsible for a large portion of the increase as it almost doubled in the period.
Subsequently, overall volumes plummeted by 30% in 2008 and 2009 with marginal improvements
being made in the following years [11]. Currently, throughput is at the level seen approximately a
decade ago [11]. Such major decline has alleviated concern over national port capacity but is likely to
become an issue once again as the economy recovers and begins to grow in the coming decade [16].
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
Chapter 1: Introduction - 1.2 Irish ports 7
Irish ports are spread around the island’s coastline and vary significantly in size and hence overall
contribution to the national economy.
Figure 1.2.1: Irish ports and transport connections
The National Ports Policy categorises the Irish ports into three tiers; Tier 1 - Ports of National
Significance (with between 15%-20% of national tonnage), Tier 2 - Ports of National Significance
(with at least 2.5% of national tonnage), Tier 3 - Ports of Regional Significance (remaining
commercial ports) [11].
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Chapter 1: Introduction - 1.2 Irish ports 8
Tier 1 Tier 2 Tier 3
Dublin Port Company Port of Waterford Company Bantry Bay Harbour Authority
Port of Cork Company Rosslare Europort Castletownbere Fisheries Centre
Shannon Foynes Port Company Drogheda Port Company
Dundalk Port Company
Dún Laoghaire Port Company
Galway Port Company
Greenore Private Ownership
Killybegs Fisheries Centre
Kinsale Local Authority
New Ross Port Company
Sligo Local Authority
Tralee Fenit Local Authority
Wicklow Port Company
Youghal Table 1.2.1: Three tiers of the Irish port system
Tier 1 ports are seen as the primary gateways to the Irish economy and must operate on an efficient
and cost-effective basis if Ireland is to undergo economic recovery and development [11]. Thus, if
ports operate inefficiently or charge excessively high rates, economic growth in the country will be
dampened [13].
In order to expedite Ireland’s economic recovery, transportation costs must be reduced and kept to
a minimum. It has been suggested that an increase in transport costs of 10% can lead to a reduction
in trade volumes by as much as 20% [13]. An efficient, high-quality, port marketplace can achieve
these cost reductions, through inter-3 and intra-4 port competition [13]. With different ports
competing for the same cargo, efficiency is maximised and charges for importers and exporters are
minimised resulting in a more attractive marketplace for businesses [13]. Alternatively, competing
terminals and service providers within a single port act to reduce the overall costs of doing business
at that port [11]. However, inter-port competition can often be low due to restrictions on the flow of
goods through certain ports because of geographical location and hence access to international
shipping lanes, road transport and ancillary services [11]. As a direct result, certain ports enjoy a
competitive advantage due to their location. For example, the ports at Dublin, Cork and Belfast
3 Inter-port competition is the competition between different ports for the same cargo
4 Intra-port competition is the competition within a port for different cargo types
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
Chapter 1: Introduction - 1.2 Irish ports 9
benefit from their proximity to major urban concentrations and hence can offer a higher level of
choice and service frequency of ancillary service provision, something that appeals to load-on-load-
off5 (LoLo) terminal users [11, 13]. The large size of these ports also appeals to container shipping
lines as they can facilitate larger, more efficient vessels and cranes – an approach preferred by many
global shipping lines6 as is clear from the data presented in Appendix A [11, 13].
Graph 1.2.2: Increase in tonnage of vessels calling at irish ports 2000 – 2011 [11]
The economic recession has increased this trend with cargo traffic moving towards larger ports in
search of reduced costs as shown in the below figure [11]. This trend leads to further issues relating
to the depths of water required at ports and the type and scale of transport connections to the
hinterland [11]. Dublin Port and Belfast Harbour can also provide the shortest sea crossing the
United Kingdom which enables them to offer shorter travel times and hence appeal more to the
Roll-On-Roll-Off (RoRo) market segment [13]. This had led to the RoRo market becoming
concentrated on the east coast as shown below. Low levels of competition due to geographical
advantage is avoided through intra-port competition established through implementation of a
landlord-type operating model [11]. Port specialisation, where a port or terminal aims to provide a
low variety of services to improve those fewer services, can also reduce the level of competition
within the marketplace as there will be fewer providers competing for the same freight types. This
5 LoLo is containerised or otherwise unitised cargo. LoLo cargo must be loaded to and from ships by means of
either portside or on-board ship-to-shore cranes
6 In 2000 the average gross tonnage of commercial vessels entering Irish ports was 1,095 tonnes; by 2011 an
increase of 69% occurred, increasing the number to 1,855 tonnes.
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Chapter 1: Introduction - 1.3 Dublin Port 10
has resulted in Dublin Port handling 57% of LoLo and 43% of RoRo freight, Shannon handling 42% of
dry bulk freight and Cork handling 33% of liquid bulk freight [11].
2012 % Total
% Ro/Ro
% Lo/Lo
% Liquid
% Dry
Dublin 29% 43% 57% 22% 9%
Shannon 15% 0% 0% 7% 42%
Cork 13% 0% 18% 33% 9%
Table 1.2.2: Specialisation of Irish ports
In general, Dublin and Belfast compete for RoRo freight, Waterford and Cork compete for LoLo
freight while Shannon Foynes and Cork compete for dry bulk [13].
Figure 1.2.2: LoLo tonnage profile 2012 [13] Figure 1.2.3: RoRo tonnage profile 2012 [13]
1.3 Dublin Port
Dublin Port, shown overleaf, is Ireland’s largest seaport and is located at the hub of national road
and rail networks, adjacent to the Poolbeg power generation facility and within 4 kilometres (km) of
the centre of Dublin city [17]. Dublin Port is Ireland’s second largest industrial estate, operating 24
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
Chapter 1: Introduction - 1.3 Dublin Port 11
hours a day with 4,000 people employed in the port area and sprawling over 260 hectares (650
acres) with approximately 14km of waterfront in the capital, also shown overleaf [12, 18, 19]. Dublin
Port handles an estimated 42% of Ireland’s gross domestic product (GDP) [12]. The land is mainly
used for LoLo/Roll-On-Roll-Off terminals and berths, quayside loading and unloading operations
including the necessary equipment and container storage locations, bulk materials handling and
other commercial and industrial activities [18]. Dublin Port is considered Ireland’s key gateway for
both imports and exports as it provides vital port capacity for the Irish economy at a scale location
favoured by many of the international shipping lines and ferry operators [16, 17]. Dublin Port
handles approximately 50% of Ireland’s trade, including 70% of LoLo and 85% of RoRo trade making
up two thirds of all containerised freight in Ireland [11, 17]. Dublin Port also provides very significant
amounts of liquid bulk fuels for consumer markets [14]. In recent times, over 1.76 million visitors
have travelled through Dublin Port each year availing of the ferry and cruise services operated from
the port [17]. Dublin Port is the largest of only three base ports7 across Ireland and Northern Ireland
(NI), with the ports at Belfast and Cork making up the remainder [17].
7 Base ports offer multimodal services with connections to transhipment ports such as Rotterdam and are
important strategic trading hubs.
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
Chapter 1: Introduction - 1.3 Dublin Port 12
Figure 1.3.1: Aerial view of Dublin Port
Figure 1.3.2: Overview of Dublin Port lands
These base ports are the only ports on the island of Ireland able to handle all the major cargo types;
RoRo, LoLo, Dry Bulk, Liquid Bulk, Break Bulk [12].
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
Chapter 1: Introduction - 1.3 Dublin Port 13
Graph 1.3.1: Composition of total tonnage at Dublin Port by category 2007
Despite most of Ireland’s ports being constructed at rail heads, only the ports at Dublin and
Waterford receive rail freight [11]. This may prove to be of great significance in future as multi-
modal distribution can provide the most effective means of transportation of goods throughout the
hinterland without conflicting with changes to environmental and charging regulations [11]. The
above makes Dublin Port a very substantial component of Ireland’s productive infrastructure and is
vital to the recovery of the economy and any potential future development [14]. Thus, of all the Irish
ports to focus on when investigating the potential for operational improvements through energy
recovery and storage, Dublin Port is a clear choice.
Dublin Port Company (DPC) is Ireland’s largest port company, it was established in 1997 when the
Irish commercial ports were corporatized, it is a private limited company owned entirely by the Irish
state, and it is self-funded and owns the Dublin Port estate. The primary purpose of DPC is to
facilitate the movement of passengers and cargo through the port by providing and maintaining the
port’s infrastructure [20]. DPC operates a landlord-type operating model whereby it manages the
property and development of the port and is responsible for the licensing and leasing of the land,
infrastructure and facilities to private companies and port operators [11, 14, 16, 17].
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
Chapter 1: Introduction - 1.3 Dublin Port 14
Figure 1.3.3: Current tenants leasing on the Dublin Port estate
While Dublin Port competes with the other major port companies across the island, there is
significant competition within the port itself for unitised trade between the eight private terminal
operators, and between ancillary service providers [17]. DPC published its Masterplan in February
2012 outlining its plans for development through to 2040. The primary objectives are to; maximise
usage of existing port land area, reintegrate the port with the city, develop the port to the highest
environmental standards [11]. However, this does not mean operating at 100% capacity, as spare
capacity is necessary in order to provide competition for trade taking place at other ports [14].
Instead increased utilisation can be achieved by improving the load-bearing properties of the ground
and investing in better handling equipment [16]. DPC also clearly acknowledges that in order to
continue to provide a market leading service, it will need to maintain and improve its operational
efficiency and environmental standing. The issues of improved handling equipment, operational
efficiency and environmental performance can be addressed, at least in part, through the use of the
results obtained through this project.
With approximately 50% of Ireland’s trade passing through Dublin Port, and 80% of Dublin Port’s
trade comprised of unitised/containerised cargo, this cargo mode emerges as the one of key
importance [12, 17]. Furthermore, as Ireland’s economy is export led and exports are primarily
containerised, the value of optimising the handling of containerised cargo cannot be understated
[13]. Since containerisation was introduced globally in the 1960s, it has had a massive impact on the
operation of Irish ports as ports could standardise their services and move towards larger more
efficient port models as can be seen at Dublin Port. This led to reduced transport costs and increased
reliability of the cargo network, resulting in a more level playing field for economies which were
previously being out-priced due to the high cost of transportation [13]. Consequently, the Irish
economy benefitted enormously and has become a global hub for high value manufacturing reliant
on an excellent distribution and transport network for exports [19]. If such economic growth is to be
achieved once again, no doubt exports will play a significant role and hence further improvement to
the containerised market must be achieved. The Green Cranes project identified that container
handling is responsible for up to 90% of a port’s energy consumption and that this consumption
relates specifically to LoLo trade as RoRo handling requires much less input from the terminal
operator [4]. Additionally, a monitoring programme in South America measured that fossil fuel
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
Chapter 1: Introduction - 1.4 Throughput at Dublin Port 15
delivered the majority of each terminals energy requirements and that energy input was again due
to container handling [1].
Figure 1.3.4: Energy consumption distribution as a percentage of total terminal energy consumption 2012
Thus, to achieve the necessary improvements in the handling of containers at Irish ports, specifically
Dublin Port, an understanding and subsequent optimisation of the energy consumption in this area
is needed. This defines the overall aim of this project; to develop a calculation scheme to estimate
the energy usage in container handling cranes at Dublin Port with the goal of specifying reductions in
this consumption through the use of energy recovery and storage technology.
1.4 Throughput at Dublin Port
In the two decades preceding 2008 the Irish economy enjoyed above average growth in exports and
consequently the national port network underwent vast increases in throughput, as shown in the
below graph [16]. By 2007, total throughput at Dublin Port had quadrupled from its 1980 position,
with RoRo tonnage increasing nine fold from a share of 24% to 55% and LoLo increasing to almost six
times its 1980 value from 16% to 23% of throughput at the port. At the same time non-unitised
cargo decreased from 61% to 22% of total throughput, this highlights the very pronounced rise in
unitised trade and hence the increased importance of this cargo mode into the future as the
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
Chapter 1: Introduction - 1.4 Throughput at Dublin Port 16
economy recovers and moves towards growth once again [16]. These overall increases in the
quantity of cargo moved through the port are reflected in the company’s historical performance as
shown in the table below.
Dublin Port Company overview Year
1998 2010 2011
Tonnage (’000) 13,240 19,548 19,467
Turnover (€’000) 45,240 66,969 69,111
Operating Profit (€’000) 20,415 27,031 27,830
Profit after Interest and Tax (€’000) 14,063 20,534 27,911
Employees 455 152 145
Table 1.4.1: Dublin Port Company overview
Graph 1.4.1: Historical throughput at Dublin Port
1,888 2,186 2,3904,895
11,36014,888
17,154 17,093
1,237 1,247 2,062
3,101
4,452
5,815
7,152 5,679
4,807 2,9953,184
3,885
5,187
6,219
6,6575,341
0
5,000
10,000
15,000
20,000
25,000
30,000
35,000
1980 1985 1990 1995 2000 2005 2007 2010
Throughput(thousand tonnes)
Year
Historical throughput at Dublin Port
RoRo LoLo Other Cargo
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Chapter 1: Introduction - 1.5 Port Capacity 17
Throughout this period, Dublin Port has held the largest share of unitised trade of any port in Ireland
and has grown its share of overall Irish tonnage through the port networks as shown below [14].
Graph 1.4.2: Dublin Port’s share of Republic of Ireland’s tonnage 2002 & 2007
1.5 Port Capacity
Across the entire island, there are seven LoLo ports, but particular importance should be placed on
the ports at Dublin and Belfast due to the size of their respective shares of total LoLo throughput
[14]. In 2008 the theoretical capacity 8of the LoLo ports across the island amounted to 1.97 million
twenty-foot equivalent units9 (TEUs), with 1.56 million TEU of capacity located in Ireland – and
8 The LoLo Terminals theoretical capacity of 900,000 TEU’s providing that the terminals are actively managed
with an average container dwell time of no more than 5 days
9 Twenty foot equivalent unit (TEU), the standard measure in the container industry used to specify the
capacity and throughput of ports, terminals, shipping vessels and countries
76.5%
57.3%
26.1%
8.8% 9.1%
34.6%
75.3%
64.0%
28.4%
16.3% 13.9%
40.3%
0.0%
10.0%
20.0%
30.0%
40.0%
50.0%
60.0%
70.0%
80.0%
90.0%
100.0%
RoRo LoLo Liquid Bulk Dry Bulk Break Bulk andOther
Total
Percentage
Cargo Mode
Dublin Port's Share of RoI Tonnage2002 & 2007
2002 2007
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Chapter 1: Introduction - 1.5 Port Capacity 18
900,000 TEU of capacity located at Dublin Port alone [14]. This further emphasises the need to focus
on Dublin Port regarding energy consumption and recovery.
The global financial crisis has had very severe negative effects on the national economy and
consequently on the ports [14]. This resulted in a sharp contraction in national throughput at the
ports from the peak of 2007 and has led to both an excess in port capacity and unstable demand for
the port services. The impact of the decline in throughput varied across the ports and cargo modes.
On a national level between 2007 and 2008, LoLo decreased by approximately 10% and RoRo along
with all Bulk trade decreased by 5% [14]. Furthermore, between 2009 and 2011 LoLo decreased an
additional 8% while RoRo actually increased by 8% [11]. These contractions alleviated some of the
concern regarding port capacity in the short-term, but at time of writing (2015) throughput is
approaching the quantities of a decade ago and is beginning to show signs of growth, hence
additional port demand is forecast for the post 2030 period or as early as the decade beginning 2020
for the LoLo market [11, 14, 19]. The Dublin Port Masterplan predicts that by 2040 a doubling of the
peak LoLo throughput experienced in 2007 will have occurred, resulting in over one million TEUs
passing through Dublin Port and far exceeding the 2007 peak of 743,947 TEUs and the theoretical
current capacity including any potential increase due to improved efficiency [16]. This assumes a
compound annual growth rate (CAGR) of just 2.5% which is below that experienced in the two
previous 30 year periods as shown in the table below [21]. If the growth rates experienced in the
three years prior to this project are sustained, it is very likely that the CAGR will be above 2.5% and if
growth returns to the scale experienced in the five years preceding 2007 CAGR will far exceed this
level [14, 21]. This will result in the need to develop additional port capacity somewhere in Ireland,
and very probably at Dublin Port as there is existing land suitable to bring LoLo capacity to
approximately 1.9 million TEUs [14, 19]. The projections from throughput at Dublin Port are shown
below. Performance improvements should be established in advance of implementing any new
capacity. Hence, gaining an understanding of the energy flows during LoLo container handling and
initiating appropriate energy saving technologies will be of great importance to ensure that
additional capacity is as effective as possible.
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Chapter 1: Introduction - 1.6 Ports and their Environment 19
Graph 1.5.1: Dublin Port throughput projections for 2010 - 2040
1.6 Ports and their Environment
Ports operate at a complex interface of very different environments, the land and the foreshore.
Furthermore, many ports, such as those in Ireland, are located at river estuaries which are
surrounded by diverse and often protected natural habitats. This interface leads to unique and
elaborate considerations when managing or developing port land and infrastructure [11]. The Dublin
Port estate is situated within the Eastern River Basin District and surrounded by a dynamic natural
environment, adjacent to two areas of international importance designated as a Special Protection
Area and a Special Area of Conservation as illustrated below [19].
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Chapter 1: Introduction - 1.6 Ports and their Environment 20
Figure 1.6.1: Sensitive natural environment of Dublin Port
In 2014, in their environmental policy, DPC recognises the sensitivity of these locations and states
that they will continue with a positive focus on nature conservation at these sites and other
surrounding areas [20]. DPC goes on to specify that they will use best environmental practice to
ensure that pollution prevention is sought throughout all operational activities [20]. This will require
great sustained effort as there are many industrial facilities in the immediate vicinity and the Dublin
City Development Plan 2011-2017 highlights that Dublin Port is zoned as Z7, stipulating that it should
aim “to provide for the protection and creation of industrial uses and facilitate opportunities for
employment creation” [18]. This then may seem to be at odds with the DPC environmental policy,
however both objectives can be achieved if a sustainable and energy efficient approach is taken,
such as is outlined by the results from this project.
In 2008 and again in 2010, DPC attained the Ports Environmental Review System (PERS) certification
from the Ecoports Foundation (EPF). The EPF was comprised of ports and related stakeholders who
shared environmental experiences, in January 2011 EPF was combined into the European Seaports
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Chapter 1: Introduction - 1.7 Ports as Energy Hubs 21
Organisation (ESPO) [22]. This certification is subject to external assessment every two years by
Lloyd’s Register [23]. DPC is also compliant with ISO 14001 for the use of a suitable Environmental
Management System (EMS). The commitment to PERS and ISO 14001 pushes DPC to make
operations throughout the estate as sustainable as possible. Compliance with these internationally
recognised standards benefits the surrounding environment and the business conducted within the
port estate. Compliance can be sustained through actively seeking and implementing efficiency
improvements throughout the port operations and especially when considering expansion of
existing facilities. This further highlights the need and potential for a project to focus on reduced
energy consumption.
1.7 Ports as Energy Hubs
Ports can often be considered as energy hubs10 due to their location adjacent to high energy supply
and demand activities such as power generation, densely populated urban areas and the energy
intense activities that take place within the port estate itself [10]. This adds to the importance of
understanding the energy consumption and emissions within ports as there is both the potential for
harm to nearby urban populations due to emissions and vast possibilities regarding alternative fuels
as a result of proximity to power generation facilities combined with being a centre for international
transportation [10]. This is particularly true for Dublin Port which can accurately be described as an
energy and transportation hub. Of the eight private terminals operating at Dublin Port, Terminals 1,
2, 3 and 5, located on the north side of Dublin Port facilitate the RoRo operations. Tabulation of the
important specifications of these terminals and services they offer can be found in Appendix B [16].
Additionally there are three container terminals, each facilitating a number of container shipping
companies [16]. These terminals employ specialised heavy duty equipment for the loading and
unloading of container shipping vessels. They also maintain secure storage facilities for containers
awaiting transport to the hinterland or loading onto vessels [16]. A table detailing the important
specifications and the equipment used at each of the terminals can be found on the following page.
As can be seen in the table, cranes are the main equipment used, with rubber tyred gantry cranes
(RTGs) and rail mounted gantry cranes (RMGs) as well as mobile harbour cranes and ship to shore
10 An energy hub is a location where high levels of energy generation and consumption are situated. These
energy intense activities can include; industrial installations, power generation and other similar businesses
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Chapter 1: Introduction - 1.7 Ports as Energy Hubs 22
cranes (STS) providing the majority of the lifting and manoeuvring capabilities [16]. Images of each of
these cranes is provided in Appendix C.
Table 1.7.1: Terminal equipment at Dublin Port
The operations within the Dublin Port estate consume vast amounts of energy primarily in the form
of fossil fuels, namely diesel [19]. A study carried out from 2011 to 2012 across thirteen terminals in
four countries in South America (Argentina, Uruguay, Chile, and Paraguay) found that the majority of
energy input to terminal operation, approximately 70%, comes in the form of diesel fuel [1].
Graph 1.7.1: Diesel fuel provides most of the energy input to container terminals
Parameters Dublin Ferryport Terminals (DFT)
Marine Terminals Limited (MTL)
Common User Terminal (CUT)
Berth Length/s 360m + 180m 700m 900m
Berth Depth/s 9.5m + 11.0m 10.2m 10.0m
Cranes (Ship/Shore)
3 3 5
Crane Type Ship Gantry Ship Gantry Harbour Mobile
Gantries (Container)
8 4 6
Gantry Type RTG RMG RTG
Reefer Points 275 270 252
Area (Hectares)
14.0 Hectares 15.1 Hectares 12.3 Hectares
Parent company
Irish Continental Group Peel Ports Group
Portroe Stevedores (PSL)
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Chapter 1: Introduction - 1.7 Ports as Energy Hubs 23
The significant energy inputs demanded by these cranes and the consumption of such vast amounts
of diesel fuel directly leads to the emission of known pollutants and GHGs such as Carbon Dioxide
(CO2) and Carbon Monoxide (CO). CO is formed through the incomplete oxidation of fuel during
combustion and hence can form in areas of high levels of traffic congestion or where there are diesel
driven generators such as those used at ports to power the container handling equipment [24]. The
results from the Green Cranes study at the Noatum Container Terminal Valencia (NCTV) show that in
a single year at just one terminal, the CO2 emissions can vary from 372 tonnes to 6,868 tonnes
across families of RTG as shown in the below table.
RTG FAMILIES DIESEL CONSUMPTION (l) CO2 (Tonnes)
2011 2012* 2011 2012*
RTG A.1 64,837 84,364 168 219
RTG A.2 78,710 91,152 204 236
SUBTOTAL FOR FAMILY A
143,547 175,516 372 455
RTG B.1 1,113,110 1,107,421 2,884 2,869
RTG B.2 1,537,785 1,519,685 3,984 3,938
SUBTOTAL FOR FAMILY B
2,650,895 2,627,106 6,868 6,807
RTG C.1 178,613 178,512 463 463
RTG C.2 884,924 834,520 2,293 2,162
SUBTOTAL FOR FAMILY C
1,063,537 1,013,032 2,756 2,625
TOTAL 3,857,979 3,815,654 9,996 9,887
Table 1.7.2: CO2 equivalent of diesel fuel consumption
The Green Cranes project further highlighted that at two of the three container terminals under
study, RTGs were the single largest user of diesel fuel of all the yard machinery as shown in the
below figures [5].
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Chapter 1: Introduction - 1.7 Ports as Energy Hubs 24
RTGs63%
Yard Tractors33% Reach
Stackers3%
Empty Forklifts
1%
Yard Machinery Total Fuel Consumption NCTV 2011
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Chapter 1: Introduction - 1.7 Ports as Energy Hubs 25
Graph 1.7.2: Breakdown of fuel consumption showing the RTGs consume the most fuel
Graph 1.7.3: Breakdown of fuel consumption showing the RTGs consume the most fuel
In terms of aggregated data, the study found that 90% of the total fuel consumption was a result
from RTGs and terminal tractors (TTs).
Figure 1.7.1: RTG share of total fuel consumption
Misc.2%
Forklifts6%
Yard Tractors7%
Reach Stackers
20%
Road Tractors31%
RTGs34%
Tractors38%
Yard Machinery Total Fuel Consumption Port of Koper 2011
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Chapter 1: Introduction - 1.8 Air quality and Emissions 26
Due to the nature of the operation of RTGs and TTs, it is clear that RTGs offer the greatest
opportunity for improved efficiency through energy recovery due to their larger share of
consumption and their primary function of raising and lowering loads. This process lends itself to
energy recovery as the load is lowered. Dublin Port is committed to their environmental obligations
and will play a significant role in enabling Ireland to meet its Europe 2020 targets of reducing GHG
emissions and improving energy efficiency. Hence this project focussed on the development of a
calculation scheme relating to the hoisting operations at Dublin Port using RTGs with the aim of
specifying the potential for energy saving activities if energy recovery or storage technology was
implemented. This reductions could lead to cost savings and increased competiveness due to
improved environmental credentials [1]. A more efficient and sustainable Dublin Port is also likely to
garner more support for expansion if capacity requirements demand such action.
1.8 Air quality and Emissions
Concentrations of high levels of fossil fuel combustion can lead to serious concerns over air quality.
As energy hubs - often located within short distances of large urban populations - ports with their
associated industrial activity and vehicular movement certainly meet the criteria to raise concern
over air quality. As previously highlighted, this is particularly true for Dublin Port given its reliance on
sea-going vessels, heavy machinery, transport infrastructure and its proximity to power generation
facilities and the largest conurbation in Ireland. Hence, monitoring emission levels and maintaining
them below safety guidelines is of crucial importance to Dublin Port and the local communities. The
most important pollutants in the Dublin Port area are oxides of nitrogen11 (NOx), particulate matter
(PM) especially PM1012 and sulphur dioxide (SO2) as these are the pollutants known for having
negative effects on human health, and in the case of SO2 for causing acid rain [18]. Combustion at
high temperatures in transport and power generation are the primary producers of NOx, PM
emissions also result from vehicular traffic but can be formed from burning solid fuel too, SO2 gas is
formed by combustion of fuels containing sulphur such as coal and oil such as that used in many sea-
faring vessels [25]. Locally, dust emissions from operations within the port estate or construction
11 The majority of NOx emissions are comprised of NO, with typically 5 ‐ 10% being directly emitted NO2. Diesel
engines tend to emit a higher percentage of NO2
12 Particulate matter with diameter of 10m or less
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Chapter 1: Introduction - 1.8 Air quality and Emissions 27
relating to the port can also cause concern. Air emissions can be temporarily increased by additional
throughput of LoLo and RoRo due to emissions from container handling and vehicular movement
[19]. Occasionally, this can result from the pronounced weekly cycles of LoLo throughput at Dublin
Port as peak arrivals occur on Sunday and early Monday. Hence, there is above average activity in
terms of docked vessels and container handling equipment during this time [16]. Thus, it is clear that
these harmful emissions will be generated in the Dublin Port area and efforts must be taken to
monitor and maintain them below safe levels, the levels considered as safe are given in Appendix D.
With regard to SO2, the EU Sulphur Directive came into effect on January 1st 2015, and encompasses
all ships transiting the area designated as a sulphur emission control area13 (SECA). This directive
requires all ships travelling through these waters to use fuel with a sulphur content of 0.1%,
significantly lower than the previously allowed 1% sulphur content. This is primarily aimed towards
improving air quality as sulphur dioxide emissions can lead to acid rain and generate fine dust which
is dangerous for human health, causing respiratory and cardiovascular diseases and reducing life
expectancy in the EU by up to two years [26]. However, this fuel is more expensive and those costs
will likely by passed down the supply chain resulting in an increase in the cost of container transport
[27]. This highlights both the need for businesses in the container transport industry to meet their
environmental obligations and also aim to reduce costs where possible. Hence, a project such as this
which aims to achieve both these goals can be very beneficial.
In 2009 and again in 2011, DPC monitored air quality within the estate with the intention of
obtaining accurate measurements of NOx, SO2 and PM. The results showed that the air quality inside
the estate is broadly similar to that in Dublin city, for example NO2 levels were largely below
legislative limits only exceeding the limit occasionally, SO2 levels were measured to always be below
the legislative limits and PM levels were within legislative limits [22]. Despite being within the
legislative limits of 40 μg/m3, concentrations of PM10 for the Dublin region exceeded the World
Health Organisation (WHO) air quality guidelines as shown below [24].
13 SECA includes the Baltic Sea, the North Sea and the English Channel
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Chapter 1: Introduction - 1.8 Air quality and Emissions 28
Graph 1.8.1: World Health Organisation guidelines for PM10 exceeded in 2013
Due to fuel switching from solid and liquid fuels to natural gas, particularly in the power generation
and industrial sectors, Ireland met the national emission ceiling14 in 2009 as a result of the large
decreases in SO2 emissions as shown overleaf.
Graph 1.8.2: Sources and trends of So2 emissions 1990 - 2012
14 The emission ceiling is implemented by the European Commission, Ireland’s ceiling is 42,000 tonnes
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
Chapter 1: Introduction - 1.9 Dublin Ferryport Terminals (DFT) 29
The coal-fired power generation facility at Moneypoint was a key emitter of SO2 that managed to
enact substantial reductions through implementing flue gas desulphurisation [24]. However,
excessive NOx levels caused Ireland to fail to reach the emissions ceiling in 2010, with the
Environmental Protection Agency (EPA) measuring excessive NO2 levels in a particular location in
Dublin city [18]. Dublin City Council (DCC) identified that the air quality monitoring stations
applicable to Dublin Port are those located at Marino and Ballyfermot due to their immediate
proximity as well as those situated at Winetavern Street, Coleraine Street and Ringsend as they are
within 4km of the port estate [22]. The results from these locations obtained between 2007 and
2009 showed once again that NO2 levels exceeded the legislated limit on certain occasions [22]. This
highlights the serious need to monitor emission levels and maintain them below legislative limits and
those deemed safe for nearby populations. Reducing fuel consumption in the container handling
equipment is an approach that among others will assist in achieving this goal.
Noise pollution is also an issue for Dublin Port as despite being primarily surrounded by industrial
facilities, it also shares the locality with residential areas and the city of Dublin. The emission of noise
from Dublin Port mostly arises from the RoRo and LoLo terminals, container storage areas and traffic
moving through the port estate [18]. If the trend outlined above regarding the increasing size of
container vessels continues then it is possible that there will be the need to extend RoRo and LoLo
operational hours at night [19]. This will be of concern as night-time noise poses a more significant
disturbance to the local community. In recent years, DPC have implemented noise monitoring within
the port estate to monitor their noise emissions. From the perspective of the DPC, little can be done
to minimise the noise due to traffic, but there is the potential for improvement in the LoLo terminals
through implementing the recommendations of this project which would bring about lower noise
levels generated.
1.9 Dublin Ferryport Terminals (DFT)
This project focussed on the container handling terminal of Dublin Ferryport Terminals within the
Dublin Port estate. Such a selection is appropriate as DFT operate the largest number of RTGs (8) of
the three container handling terminals in the port. Furthermore, DFT’s parent company Irish
Continental Group (ICG) also operates Belfast Container Terminal (BCT) at Belfast Harbour, thus any
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Chapter 1: Introduction - 1.9 Dublin Ferryport Terminals (DFT) 30
operational efficiency improvements that can be calculated can be shared with BCT where possible
[28]. ICG was formed in 1972 as Irish Continental Line through an Irish-Scandinavian venture with
the aim of providing a direct ferry connection between Ireland and mainland Europe. In 1992, ICG
expanded into container transport and port operations through the purchase of B&I line from the
Irish government. Since 2000, ICG has invested over €500 million in port infrastructure, new vessels
and acquisitions [29]. This has enables ICG to provide both port services and RoRo and LoLo
transport [30]. ICG state that their leased 33 acre terminal at DFT with 480 metres of berths up to 11
metres in depth, located within one kilometre of the Dublin Port Tunnel providing immediate access
to the national motorway network, is the most modern in the Dublin Port estate [31]. In
combination with connections to other Irish ports (Cork and Belfast) DFT operates high frequency
container freight services to the important European ports of Rotterdam, Antwerp and Le Havre
(Radicatel) [32]. The specifications of the terminal are given in the table below [32].
DFT Terminal Specification
Capacity 450,000 TEUs
Length of Berths 1 x 360 meters @ 9.5 meters depth
1 x 180 meters @ 11 meters depth
Ship to shore cranes 3 x 40 tonne STS (Liebherr, 2 with full curve going facility)
Secondary handling equipment 8 x 40 tonne RTGs (3 x Liebherr/5 x Kalmar)
1 x 45 tonne Reachstacker (Kalmar DRF)
4 x empty container handlers
2 x 18 tonne Fork lift (Hyster)
Reefers 275 points
Table 1.9.1: Dublin Ferryport Terminals specifications
In addition to DFT and BCT, ICG operate the intermodal shipping line Eucon and a ferry division,
making ICG the leading Irish marine transport operator [30]. Eucon operates a fleet of chartered
container vessels with sizes ranging in capacity from 400-1,000 TEUs which when combined with
their 2,900 containers enables them to offer the entire range of shipping options [28, 30]. The
structure of ICG is displayed graphically in the Appendix E.
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Chapter 1: Introduction - 1.10 Rubber Tyred Gantry Cranes (RTGs) 31
1.10 Rubber Tyred Gantry Cranes (RTGs)
As previously detailed, the main area of port operations where improvements regarding costs,
environmental issues and operational efficiency are possible is in container handling, particularly
through the optimisation of equipment that consumes excessive quantities of fossil fuels. This was
further refined to RTGs as they both consume vast amounts of fuel and offer the potential for energy
recovery. In the Irish context, many readers will be familiar with two of the most famous rail
mounted gantry cranes (RMGs) in the world, located in the Harland and Wolff shipyard in Belfast,
the cranes named Samson and Goliath were used for the construction of the RMS Titanic. Each crane
has a 140 metre span with a combined lifting capacity of over 1,600 tonnes to a height of over 70
metres [33, 34].
Figure 1.10.1: Gantry cranes “Samson and Goliath”
The gantry crane currently credited with lifting the heaviest weight in the world is named ‘Taisun’
and is located in the Yantai Raffles shipyard in China. In 2008, ‘Taisun’ lifted a barge ballasted with
water with a weight of 20,133 tonnes [35]. This crane operates in a dry dock over 14 metres deep
and can facilitate loads up to 120 metres in width up to a lift height of 83 metres. Taisun’s
construction cost approximately $40 million, some of its notable projects are presented in the
Appendix F [36]. As opposed to being stationary or rail mounted, RTGs have the freedom to traverse
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Chapter 1: Introduction - 1.10 Rubber Tyred Gantry Cranes (RTGs) 32
their work area due to being mounted on rubber tyres. RTGs are mobile and can derive their power
from a variety of sources, however RTGs are typically powered by an on-board diesel engine coupled
to an alternator. This enhances the cranes freedom of movement and also allows them to be used
temporarily at a location and then relocated as necessary, or to be moved in the event of dangerous
weather conditions. RTGs come in a variety of different lifting and hoisting arrangements depending
on their use case. Hence, RTGs have found uses lifting heavy loads in warehouses, manufacturing
facilities and both rail and shipping yards as shown below [37].
Figure 1.10.2 Various Crane uses
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Chapter 1: Introduction - 1.10 Rubber Tyred Gantry Cranes (RTGs) 33
Figure 1.10.3: RTG diagram
Table 1.10.1 RTG diagram
In general, an RTG is a crane with rubber tyred wheels at the base of the vertical upright beams
(labelled C in the above figure) which enables the entire crane to traverse, this is known as gantry
travel [37]. The crane uses a hoist fitted with a hook or specialised lifting mechanism to raise and
lower objects for either general lifting or for a particular role. The hoisting system consists of cables
running over and around sheaves that are connected to one or more winches and is fitted to a
platform called a trolley. The trolley is supported between the horizontal bridges or gantries of the
Component Direction
A Trolley 1 Horizontal trolley motion (trolleying)
B Gantries/Bridge 2 Complete gantry motion (gantry travel)
C Uprights 3 Vertical spreader motion (hoisting)
D Spreader
E Hoist
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Chapter 1: Introduction - 1.10 Rubber Tyred Gantry Cranes (RTGs) 34
RTG [37]. As shown by direction 1 labelled in the above figure, the trolley and hence the hoist can
move horizontally along rails fitted onto the cranes gantries to enable lateral motion of the empty or
loaded hoist, this is known as trolleying [33]. The gantries are in turn supported by the cranes
uprights. The horizontal motion of the trolley, and hence the hoist, along the bridges combined with
the vertical motion of the lifting mechanism derived from the hoist and the overall motion of the
entire crane results in three axes of motion for the lifting mechanism [33]. This level of freedom
enhances the suitability of RTGs for a wide range of industries as shown above.
In the case of this project, focussing on a port environment, RTGs are used for the loading and
unloading of freight vehicles and for the positioning of shipping containers within the container stack
of a shipping terminal [38, 39]. This requires the standard lifting mechanism to be replaced with a
lifting device called a spreader, shown below, which enables the crane to securely lift shipping
containers to heights of up to 21 metres in a stable manner often against poor weather conditions
and high winds of up to 72 kilometres per hour (km/h) [40, 41].
Figure 1.10.4: Hoisting mechanism known as a spreader
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Chapter 1: Introduction - 1.10 Rubber Tyred Gantry Cranes (RTGs) 35
In order to maintain the containers in a safe and level position during lifting an extra device is often
incorporated into the hoisting mechanism. This device employs additional cables to prevent the
container from swaying due to high winds or motion of the trolley or the RTG as shown below.
Figure 1.10.5: Hoisting mechanism for spreader
While the spreader of a typical RTG weighs approximately ten tonnes, the hoist is capable of lifting
containers with a weight of up to fifty tonnes at a rate of approximately one container per minute,
depending on the hoisting speed and the distance to be travelled [38, 39]. The nature of the lifting
operations, shown in the figure overleaf, requires peak power output for very short durations when
the container is accelerated from rest to the steady hoisting speed. Once the desired height has
been achieved, a constant power output is provided to slowly trolley the container to its destination.
Finally power is dissipated as the container is lowered [39].
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Chapter 1: Introduction - 1.10 Rubber Tyred Gantry Cranes (RTGs) 36
Figure 1.10.6: Sample container handling operation
To meet the high peak power output required, an RTG typically uses a powertrain comprised of a
diesel engine rated between 350 kilowatts (kW) and 675 kW paired to an electrical generator in the
form of a 3-phase alternator [41]. Such a combination of a diesel engine and generator is commonly
referred to as a genset and is shown in the below image [38].
Figure 1.10.7: RTG diesel genset
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
Chapter 1: Introduction - 1.10 Rubber Tyred Gantry Cranes (RTGs) 37
The genset provides the electrical power for the individual motors responsible for hoisting, trolleying
and gantry travel as shown in the accompanying diagram [38, 42].
Figure 1.10.8: Diagram of genset connection to hoist
This standard configuration operates without an ESS and hence the power demand, including all
peaks, must be entirely met by the diesel engine. Furthermore, any energy regeneration potential
must be dissipated resulting in an unnecessarily high fuel requirement [42]. This leads to the
secondary aim of this project – to determine the magnitude of energy savings that could be achieved
if energy recovery and storage technology was employed. This topic is in line with recommendations
from the European Commission to reduce fuel consumption and subsequent GHG emissions of RTGs
[43].
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
Chapter 1: Introduction - 1.12 Project Objectives 38
1.11 Overall Project Aim
For the many reasons outlined above, the overall aim of this project is to develop a computer based
calculation scheme to estimate the energy usage by RTGs during standard daily operations. The
mathematical model must allow for future revisions or updates. Visual aids were included to verify
with the user that the specified operating conditions were correct. The magnitude of potential
energy savings made possible through energy saving or recovery technology were determined.
1.12 Project Objectives
The objectives of this project were as follows;
1. Perform a literature review to gain an understanding of previous work and background material
relating to this topic.
2. For existing energy recovery and storage technology, compare parameters to determine which would
be most suitable for use with RTGs.
3. Determine the important components on an RTG which relate to the potential to regenerate energy.
4. Determine the efficiencies of these critical components.
5. Use the efficiencies to develop a calculation scheme in Microsoft Excel, using Visual Basic for
Applications (VBA), to calculate the energy used by a crane during typical operations.
6. Create a user interface to allow for the error-proof entry of data into the calculation scheme.
7. Develop code using VBA to fully automate the data entry process and include all possible data.
8. Determine the quantity of energy that is regenerated in the hoist motor through the various lowering
events.
9. Convert this energy quantity to equivalent fuel energy input.
10. Calculate the potential reduction in fuel consumption and corresponding emissions.
11. Convert the volume of fuel to financial quantities based on approximate fuel costs.
Modelling of Energy Flows during Container Handling by Gantry Cranes used at Sea-Ports
Chapter 1: Introduction - 1.13 Report Layout 39
1.13 Report Layout
Chapter 1 sets the context of the project by introducing the importance of ports in Ireland,
particularly Dublin Port. The impact of Ports on the environment is also introduced with emphasis on
container handling equipment.
The overall aim of the project is outlined, as are the objectives.
Chapter 2 presents the literature review where the operation of generators, motors and ESSs are
explored. A selection of use cases for ESSs are examined with the aim of determining the suitability
of ESSs to RTGs. The operation of the most usual ESS are explored. Alternative means of reducing
fuel consumption and emissions are discussed.
Chapter 3 contains the methodology undertaken to complete the project. Including the means of
selecting the chosen ESS and how the problem was tackled.
Chapter 4 contains the results of the calculation scheme and the calculations arising from the
equations developed in chapter 3.
Chapter 5 presents a discussion of the results obtained through the use of the calculation scheme
and a discussion of alternatives as researched in the literature review.
Chapter 6 presents the conclusions of the project.