INTERTIDAL ENGINE
ASSIGNING DESIGN VALUES FOR ABU DHABI COASTLINE
JIATENG SUN/ XUYUAN YAO/ JUNYI CHEN/ YIRAN HU BARTLETT SCHOOL OF ARCHITECTURE B-PRO URBAN MORPHOGENESIS LAB 2014-2015
INTERTIDAL ENGINE
ASSIGNING DESIGN VALUES FOR ABU DHABI COASTLINE
JIATENG SUN/ XUYUAN YAO/ JUNYI CHEN/ YIRAN HU BARTLETT SCHOOL OF ARCHITECTURE B-PRO URBAN MORPHOGENESIS LAB 2014-2015
B-Pro UD2 | 2014-2015 Portfolio Bartlett School of Architecture University College London London, UK
Design Tutors Enriqueta Llabres-Valls Eduardo Rico Maj Plemenitas
Submitted by Jiateng Sun Xuyuan Yao Junyi Chen Yiran Hu 21 August 2015
ABSTRACT
During the past 30 years, with the rapid development of Abu Dhabi’s economy, great changes have occurred in physical environment, especially in coastal area due to development of its industries, such as oil gas, tourism and recreation industry. The artificial coastline change has also caused significant effects on its marine and coastal eco-systems. Many studies have shown that the decline of diversity of the marine ecosystem mainly results from its reclamation activities related with the construction of artificial islands. Moreover, the traditional construction techniques of those islands result into an unrecoverable situation for marine ecosystem. Focusing on this problem, our design comes tackles it from two sides: one regards policy development and the other the construction techniques. For the policy side, an interface will be developed to allow involving agents (or actors) to engage with information on reclamation, such as location, scale, effects to ecosystem and therefore, to coordinate different decisions with regulations - ‘cap and trade’. For the technicalities of the construction methods, we design new processes for constructing artificial islands. Those construction techniques are developed after studies on traditional construction methods while exploring the capacities of new materials. In contrast to the traditional ways of building against natural forces, such as waves, tides, we intend to make use of nature’s dynamism to generate islands’ morphologies learned from Netherlands’ ‘SAND ENGINE’. In order to dynamically fix some parts of the island under construction we develop methods of intervention in the process by applying new materials.
2 | Relational Urban Model
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Fig.1 Artificial islands are built off the coast of Abu Dhabi at depths ranging from 6 metres to 14 metres
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INDEX Tide
Nature
Ecosystem
RELATIONAL URBAN MODEL
Economic Activities
Human Activity
Institution
Technique
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Deposition Erosion
Coral Reefs Seagrass Alga Mats Mangroves Saltmarshes
[1] Relational Value: Island with 2 Eco’
Tourism Shipping Aquaculture Oil & Pearl
Command & Control Cap & Trade FBCs
Reclamation Dredging Materials
[2] Constructino of Relational Value: Policy Development [3] Construction of Relational Value: New Island Formation Relational Urban Model
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1.0 Introduction
1. EAD. 2011. Environmental Atlas of Abu Dhabi Emirate. Abu Dhabi: Motivate Publishing. 2. Harvey, D. 1997. Justice, Nature and the Geography. London: John Wiley & Sons. 3. Harvey, D. 2011. The Enigma of Capital: and the Crises of Capitalism. Oxford: Oxford University Press, 2nd edition. 4. EAD and AGEDI. 2009. Marine and Coastal Environments of Abu Dhabi Emirate, United Arab Emirates. [online]. Available from: https://agedi. org/?page_id=11637&download-info=marine-and-coastalenvironment-sector-paper [Accessed 15 February 2015].
In today’s Abu Dhabi, the human living and life is from land to sea. Local harsh climate and desert landforms account for 90% of the total land area making reclamation and the construction of artificial islands inevitable (as in Figure 1 and Figure 2) (EAD 2011) . During the past three decades, the established methods of island construction has touched off a series of negative effects on the local ecosystems, including both nature and human. In order to raise this issue, the government has developed an initiate which tries to emphasized and put value to the local environment: The Blue Carbon Project in Abu Dhabi. This toolkit can be used to broadly assess the impact of development on coastal marine ecosystems and the associated blue carbon stock, helping to make informed decisions relating to the future develop-
ment of the city (as in Figure 3 and Figure 4) (EAD and AGEDI, 2009).
Fig.1 Bird View of Abu Dhabi Coastline 1965
Fig.2 Bird View of Abu Dhabi Coastline 2009
Fig.3 Main Layer of Blue Carbon Toolkit
2.0 Theory and Methodology: Relational Urban Model
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Since the birth of parametric design, architects have constantly engaged in the game with codes. Over the past decade, we could see that architecture and urban design have been shifting dramatically owe to the development of system theory and digital technology, showing a great sweeping trend. However, more and more people are keenly aware that neither the conventional architectural design nor today’s parametric design can dominate everything in the future’s urban design. As Alexander said: the city is not a tree; it should not be simplistic, but a huge system with complex internal rules (Alexander 1965). It means that the territory and the city are widely
However, environmental value might not to be universal, as David Harvey argued that how an ecologist and an economist would evaluate the environment differently (as in Figure 5) (Harvey 1997). Instead, the construction of value is relational. So what is the real value of the environment? How new forms of documenting the construction of cities can emphasize a relational construction of space time and value? How can they bring together the larger picture of our decisions and the qualities of the materials involved in it? In which sense it becomes projective? These questions were the main driver of our project Relational Urban Model.
Fig.4 Instruction of Blue Carbon Interface
recognized as overlaps of complicated and dynamic systems. As a result, to design is to engage with relationships. In 2012, Relational Urbanism was formally proposed by Enriqueta Llares and Eduardo Rico (Llares and Rico 2012). It is essentially a kind of methodology born out of socioeconomics on large-scale urban and regional design, and aims to link the form design in design practice with the empirical knowledge and theory of economy and engineering, emphasizing that urban design is an integrated project with multidisciplinary participation.
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5. Alexander, C. 1965. ‘A City is not A Tree’, Architectural Forum, 122(1), pp. 58-62.2. 6. Llabres, E., Rico, E. 2012. ‘In Progress: Relational Urban Models’, Urban Design International, 17(4), pp. 319-335. 7. Rico, E., Llabres, E. 2015. ‘Relational Urban Models: Parameters, Values and Tacit Forms of Algorithms’, Architectural Design, Draft Copy. 8. Menges, A. 2010. ‘Material Systems, Computational Morphogenesis and Performative Capacity’, In: M. Hensel, A. Menges and M. Weinstock, eds. Emergent Technologies and Design. London: Routledge Inc., pp. 44-81. 9. Abu Dhabi Council for Economic Development, and Abu Dhabi Urban Planning Council. 2011. Abu Dhabi Vision 2030. [online]. Available from: http://www.upc.gov.ae/ template/upc/pdf/abu-dhabi-vision-2030-revised-en.pdf [Accessed 14 February 2015].
3.0 I. S. LAND: Design with Relational Urban Models and Interface 10. Abu Dhabi Urban Planning Council. September 2007. Plan Abu Dhabi 2030: Urban Structure Framework Plan. [online]. Available from: http://www.carboun.com/ wp-content/uploads/2010/07/PlanAbuDhabi2030_UPC.pdf [Accessed 14 February 2015]. 11. Abu Dhabi Urban Planning Council and EAD. 2011. Interim Coastal Development Guidelines. [online]. Available from: http://www.upc.gov.ae/guidelines/coastal-development-guidelines.aspx?lang=en-US [Accessed 14 February 2015]. 12. Beasley, L. November 2011. Planning the Global City: Vancouver, Abu Dhabi and the World. University of Toronto - Urban Lecture Series. [online]. Available from: http://munkschool.utoronto.ca/imfg/uploads/171/ toronto_text_uoftmainaddress_11_11.pdf [Accessed 15 February 2015].
Relational Urban Model proposes a new methodology which offer highly hybrid condition for designers in a data-age. It deploys systemic-computational theory, data visualizing approaches and parametric design methods as well as admit conventional urban intentions. All the context resonate together via building up a relational model. Moreover, it has bottom-up genes lying in the systemic morphogenesis. It treats data and materials as agents whose collective form or behaviours might contribute to novelty patterns. In short, it is about material, agency, system and territory. It is a methodology to integrate parameters, values and tacit forms of algorithms together to support new design process (Rico and Llares 2015).
tool and the external manifestation form to put the relational urbanism theory itself throughout the entire urban design and planning process, and also presents “designed”, a large and complex topic, in front of participants with different professional background.
To achieve this multi-participation, people need to take Customized Interface, a clearer digital form, as a communication platform, and integrate other variables existing in the city, such as economic and institutional factors, etc. into the design concepts and solution scrutiny (Llares and Rico 2012). Relational Urbanism as a methodology to some extent makes up for the gap between the parametric design and the traditional morphological design, and introduces the interface as an essential element to architecture and urban design, and makes it as a supplementary
As described above, as a key element of the theory, “Interface” will be always a communication way throughout this project. The “interface” generation is to build a so-called relational model (Llares and Rico 2012). Through the interface, we show the research and analysis process and how parameter adjustment affects form design. We also use the interface to integrate non-design-oriented factors such as system, engineering and economic variables and indicators to realize the purpose of designers, non-designers and multidisciplinary participation.
During the past 30 years, with the rapid development of Abu Dhabi’s economy, great changes have occurred in physical environment, especially in coastal area due to development of its industries, such as oil gas, tourism and recreation industry. The artificial coastline change has also caused significant effects on its marine and coastal eco-systems.
this problem, our design comes tackles it from two sides: one regards policy development and the other the construction techniques.
In context of Relational Urbanism, we conducted a study for the development of Abu Dhabi coastline. Derived from parametric design, Relational Urbanism employs the systemic-computational morphogenesis, but significantly replenishes it with territorial, ecological, economic, institutional and other urban contexts, through the use of mathematical models.
Many studies have shown that the decline of diversity of the marine ecosystem mainly results from its reclamation activities related with the construction of artificial islands. Moreover, the traditional construction techniques of those islands result into an unrecoverable situation for marine ecosystem. Focusing on
For the policy side, an interface will be developed to allow involving agents (or actors) to engage with information on reclamation, such as location, scale, effects to ecosystem and therefore, to coordinate different decisions with regulations - ‘cap and trade’. For the technicalities of the construction methods, we design new processes for constructing artificial islands. Those construction techniques are developed after studies on traditional construction methods while exploring the capacities of new materials. In contrast to the
Fig.5 Relational Value Adapted from D. Harvey
Fig.6 Instruction of Coastal Interface
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13. EAD and AGEDI. 2009. Policies and Regulations of Abu Dhabi Emirate, United Arab Emirates. [online]. Available from: https://agedi.org/?page_id=11637&download-info=policies-sector-paper [Accessed 14 February 2015]. 14. Elsheshtawy, Y. 2008. ‘Cities of Sand and Frog: Abu Dhabi’s Global Ambitions’, In: Y. Elsheshtawy, ed. The Evolving Arab City: Tradition, Modernity and Urban Development. London: Routledge, pp. 258-304. 15. Jackson, M., Dora, V. D. 2009. ‘Dreams So Big Only the Sea Can Hold Them: Man-made Islands as Anxious Spaces, Cultural Icons, and Travelling Visions’, Environment and Planning A, 41(2009), pp. 2086-2104.
traditional ways of building against natural forces, such as waves, tides, we intend to make use of nature’s dynamism to generate islands’ morphologies learned from Netherlands’ ‘SAND ENGINE’. In order to dynamically fix some parts of the island under construction we develop methods of intervention in the process by applying new materials. In I.S.LAND project, “interface” is called “Coastal Interface”. “Coastal Interface” is essentially the interface integrating both natural factors and human activities, including the five development elements of the
Abu Dhabi coastal areas: tidal, ecosystems, economic, institutional and reclamation techniques. Among them, the tide and coastal ecosystems are the most important natural variables (as in Figure 7). The economic, institutional and artificial island construction techniques are the main human activities in coastal areas. We try to through the “interface” explain the development process of Abu Dhabi coastline, and give the following three measures for these inevitable behaviors: relational environmental value, policy development and the way of island formation.
Fig.7 Simulation of Abu Dhabi’s coastline formation in natural way
3.1 Relational Value:
Island with 2 Eco’ 16. Loughland, R. A., Luker, P. S. G., Siddiqui, K., Saji, B., Belt, M., and Crawford, K. 2007. ‘Changes in the Coastal Zone of Abu Dhabi Determined Using Satellite Imagery (1972-2003)’, Aquatic Ecosystem Health & Management, 10(3), pp. 301-308. 17. Mohammad, R., Sidaway, J. D. 2012. ‘Spectacular Urbanization amidst Variegated Geographies of Globalization: Learning from Abu Dhabi’s Trajectory through the Lives of South Asian Men’, International Journal of Urban and Regional Research, 36(3), pp. 606-627.
Similar to most other relational models, “Coastal Interface” design is beginning from existing geographic information reading the site. The existing geographic information is the basis of the analysis of the whole environmental values (Llares and Rico 2012). We will read satellite images from ArcGIS as input information into the model. These basic variables include dynamic tidal movements (including consequent soil erosion and deposited amount), the natural habitats distribution
(including five important local species), soil geological distribution, and reclamation and dredging earthwork of the past decade. These dynamic and static variables make us have a preliminary understanding of the environment distribution in coastal areas. The study of economic activity types and their distribution helps us to further improve the model. These activities mainly include tourism, shipping, aquaculture, oil exploitation industry and pearl collection industry. At this
Fig.8 Island with 2 ecosystems: human ecosystem and natural ecosystem
Fig.9 Diagram of cap and trade process
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Fig.10 Relational mathematical model of coastline
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3.2 Relational Construction of Space Time and Value 1 // Policy Development
18. Ouis, P. 2011. ‘And an Island Never Cries: Cultural and Societal Perspectives on the Mega Development of Islands in the United Arab Emirates’, In: V. Badescu and R. Cathcart, eds. Macro-engineering Seawater in Unique Environments: Arid Lowlands and Water Bodies Rehabilitation. Berlin: Springer-Verlag, pp. 59-75. 19. Rankey, E. C., Berkeley, A. 2012. ‘Holocene Carbonate Tidal Flats’, In: R. A. Davis Jr. and R. W. Dalrymple, eds. Principles of Tidal Sedimentology. London: Springer Science, pp. 507-536. 20. UNU-INWEH. 2011. Managing the Growing Impacts of Development on Fragile Coastal and Marine Ecosystems: Lessons from the Gulf. [online]. Available from: http://inweh.unu.edu/wp-content/uploads/2013/05/PolicyReport_LessonsFromTheGulf.pdf [Accessed 15 February 2015].
3.3 Relational Construction of Space Time and Value 2 // Way of Island Formation
4.0 Conclusion
point, we get to know the relational value which composed by 1 island and 2 ecosystems: both nature and human (as in Figure 8). Secondly, in terms of the policy development, under the premise of having studied Abu Dhabi’s urban planning system development time line and connecting with the previous geographic information, we proposed the countermeasures to command and control, cap and trade, aiming to through the “interface” make owners and land developers who engage in different economic activities able to participate in the establishment of the relational model and the planning of the coastal areas through the compensatory policy (as in Figure 10). A number of basic regulatory strategies are built on the use of the capacities or resources that governments possess and can be distinguished from each other as the sev-
en follows: command and control (C & C), incentive-based regimes, market-harnessing controls, disclosure regulation, direct action and design solutions, rights and liabilities, public compensation/social insurance schemes (Breyer 1982). Originally, a cap and trade system is a method for managing pollution, with the end goal of reducing the overall pollution in a nation, region, or industry. Many proponents of pollution control support the concept of such systems, arguing that they are extremely effective, and that they make sense economically as well. In our project, cap and trade system is based on the mangroves area in a fictitious and absolute way. The way is as different actors buying a certain amount of land for their own development, like housing and recreation, from the plots (as in Figure 9). At the same time, due to the obligation of this policy, they have to buy the same quantity in other plots for mangroves’ growing. The system is more like a marketing freedom regulation under government control.
Finally, combining the two factors, we put forward new material selection and forming mode for the construction of artificial islands. By adjusting a series of parameter values, people can see visually through the interface the formation of a new island in the tidal scouring process and the results a few years later. These parameters include density, the distribution of the structure points playing a fixed role, flow rate, ma-
terial characteristic values and so on.
Fig.11 Simulation of new island construction under different parameters of material system
Fig.12 Simulation tests of new island morphology under different patterns of material system
We hope to through this way intuitively understand the happening, development and future of the whole coastline, and to guide people with different professional background to involve in the development of this area. The presence of the interface broke the embarrassing situation of making the region simply parameterized. While the introduction of parametric design, the designers control the design concept and direction, which includes enough rational economic data, non-objective se-
lection of data, recommendations for policy development. The world is not either black or white. We believe that no matter how large the system is, it should have internal balance to some extent. The interface is not a panacea; more cannot be once and for all, but we can add more known variables under the guidance of this methodology to continuously improve it. Urban design is always a complex proposition, we need to face the fact and continue to move on.
At this point, “Coastal Interface” through the intuitive three-dimensional model combines the traditional form design mode and non-design-oriented constraints to achieve the establishment of relational coast model.
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BIBLIOGRAPHY Abu Dhabi Council for Economic Development, and Abu Dhabi Urban Planning Council. 2011. Abu Dhabi Vision 2030. [online]. Available from: http://www. upc.gov.ae/template/upc/pdf/abu-dhabi-vision-2030-revised-en.pdf [Accessed 14 February 2015]. Abu Dhabi Urban Planning Council. September 2007. Plan Abu Dhabi 2030: Urban Structure Framework Plan. [online]. Available from: http://www.carboun. com/wp-content/uploads/2010/07/PlanAbuDhabi2030_UPC.pdf [Accessed 14 February 2015]. Abu Dhabi Urban Planning Council and EAD. 2011. Interim Coastal Development Guidelines. [online]. Available from: http://www.upc.gov.ae/guidelines/coastal-development-guidelines.aspx?lang=en-US [Accessed 14 February 2015]. Alexander, C. 1965. ‘A City is not A Tree’, Architectural Forum, 122(1), pp. 58-62. Beasley, L. November 2011. Planning the Global City: Vancouver, Abu Dhabi and the World. University of Toronto - Urban Lecture Series. [online]. Available from: http://munkschool. utoronto.ca/imfg/uploads/171/toronto_text_uoftmainaddress_11_11.pdf [Accessed 15 February 2015]. Burt, J. A. 2014. ‘The Environmental Costs of Coastal Urbanization in the Arabian Gulf’, City, 18(6), pp. 760770. EAD. 2011. Environmental Atlas of Abu Dhabi Emirate. Abu Dhabi: Motivate Publishing. EAD and AGEDI. 2009. Marine and Coastal Environments of Abu Dhabi Emirate, United Arab Emirates. [online]. Available from: https://agedi. org/?page_id=11637&download-info=marine-and-coastal-environment-sector-paper [Accessed 15 February 2015]. EAD and AGEDI. 2009. Policies and Regulations of Abu Dhabi Emirate, United Arab Emirates. [online]. Available from: https:// agedi.org/?page_id=11637&download-info=policies-sector-paper [Accessed 14 February 2015]. Elsheshtawy, Y. 2008. ‘Cities of Sand and Frog: Abu Dhabi’s Global Ambitions’, In: Y. Elsheshtawy, ed. The Evolving Arab City: Tradition, Modernity and Urban Development. London: Routledge, pp. 258-304.
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Hashim, A. R. A. A. B. 2012. ‘Branding the Brand New City: Abu Dhabi, Travelers Welcome’, Place Branding and Public Diplomacy, 8(1), pp. 7282. Hvidt, M. 2011. ‘Economic and Institutional Reforms in the Arab Gulf Countries’, Middle East Journal, 65(1), pp. 85-102. Jackson, M., Dora, V. D. 2009. ‘Dreams So Big Only the Sea Can Hold Them: Man-made Islands as Anxious Spaces, Cultural Icons, and Travelling Visions’, Environment and Planning A, 41(2009), pp. 2086-2104. Karimi, K. 2012. ‘Special Issue: Evidence-informed and Analytical Methods in Urban Design’, Urban Design International, 17(4), pp. 253-256. Khirfan, L., Jaffer, Z. 2014. ‘Sustainable Urbanism in Abu Dhabi: Transferring the Vancouver Model’, Journal of Urban Affairs, 36(3), pp. 482-502. Llabres, E., Rico, E. 2012. ‘In Progress: Relational Urban Models’, Urban Design International, 17(4), pp. 319-335. Loughland, R. A., Luker, P. S. G., Siddiqui, K., Saji, B., Belt, M., and Crawford, K. 2007. ‘Changes in the Coastal Zone of Abu Dhabi Determined Using Satellite Imagery (1972-2003)’, Aquatic Ecosystem Health & Management, 10(3), pp. 301-308. Mohammad, R., Sidaway, J. D. 2012. ‘Spectacular Urbanization amidst Variegated Geographies of Globalization: Learning from Abu Dhabi’s Trajectory through the Lives of South Asian Men’, International Journal of Urban and Regional Research, 36(3), pp. 606-627. Moussavi, Z., Aghaei, A. 2013. ‘The Environment, Geopolitics and Artificial Islands of Dubai in the Persian Gulf’, Procedia – Social and Behavioral Sciences, 81(2013), pp. 311313. Murray, M. 2013. ‘Connecting and Wealth Through Visionary ning: The Case of Abu Dhabi Planning Theory & Practice, pp. 278-282.
Growth Plan2030’, 14(2),
Nassar, A. K., Blackburn, G. A., Whyatt, J. D. 2014. ‘Developing the Desert: The Pace and Process of Urban Growth in Dubai’, Computers, Environment and Urban Systems, 45(2014), pp. 50-62.
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ILLUSTRATION CREDITS O’Brien, J., Keivani, R., Glasson, J. 2007. ‘Towards a New Paradigm in Environmental Policy Development in High-Income Developing Countries: The Case of Abu Dhabi, United Arab Emirates’, Processing in Planning, 68(2007), pp. 201-256.
[Fig.1] Bird View of Abu Dhabi Coastline 1965
Ouis, P. 2011. ‘And an Island Never Cries: Cultural and Societal Perspectives on the Mega Development of Islands in the United Arab Emirates’, In: V. Badescu and R. Cathcart, eds. Macro-engineering Seawater in Unique Environments: Arid Lowlands and Water Bodies Rehabilitation. Berlin: Springer-Verlag, pp. 59-75.
[Fig.4] Instruction of Blue Carbon Interface
Rankey, E. C., Berkeley, A. 2012. ‘Holocene Carbonate Tidal Flats’, In: R. A. Davis Jr. and R. W. Dalrymple, eds. Principles of Tidal Sedimentology. London: Springer Science, pp. 507-536. UAE National Media Council. December 2013. United Arab Emirates Yearbook 2013. [online]. Available from: http://www.uaeyearbook.com/Yearbooks/2013/ENG/UAE-Yearbook-En.pdf [Accessed 15 February 2015]. UNU-INWEH. 2011. Managing the Growing Impacts of Development on Fragile Coastal and Marine Ecosystems: Lessons from the Gulf. [online]. Available from: http://inweh.unu. edu/wp-content/uploads/2013/05/PolicyReport_LessonsFromTheGulf.pdf [Accessed 15 February 2015].
[Fig.2] Bird View of Abu Dhabi Coastline 2009 [Fig.3] Toolkit
Main
Layer
of
Blue
Carbon
[Fig.5] Relational Value Adapted from D. Harvey [Fig.6] Instruction of Coastal Interface [Fig.7] Simulation of Abu Dhabi’s coastline formation in natural way [Fig.8] Island with 2 ecosystems: human ecosystem and natural ecosystem [Fig.9] Diagram of cap and trade process [Fig.10] Relational mathematical model of coastline [Fig.11] Simulation of new island construction under different parameters of material system [Fig.12] Simulation tests of new island morphology under different patterns of material system
Yagoub, M. M., Kolan, G. R. 2006. ‘Monitoring Coastal Zone Land Use and Land Cover Changes of Abu Dhabi Using Remote Sensing’, Journal of the Indian Society of Remote Sensing, 34(1), pp. 57-68.
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CONTENT
ABSTRACT
Page 01-11
INDEX DESIGN REPORT CONTENT
Page 14-25
Page 26-43
Page 44-67
Page 68-85
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1.0
INTRODUCTION
1.1 1.2 1.3 1.4
From Land to Sea Impact on Ecosystems [Nature and Human] Relational Environment Value Proposal: Coastal Interface
2.0
COASTAL TERRITORY
2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8
Land Use Change: 1965-2009 Comparison between 1965 and 2009 Sediments Distribution Coastal Habitats Reclamation and Land Use Blue Carbon Interface Coastal Interface Import Territorial Data to Interface
3.0
TIDE-DOMINATED COASTLINE
3.1 3.2 3.3 3.4 3.5 3.6
Mechanism of Tide-Dominated Coastline Coastal Climate in Abu Dhabi Evolution of Abu Dhabi Islands Coastal Formation in Natural Way Research on Deposition and Erosion Coastal Timeline via Interface
4.0
COASTAL ECOSYSTEMS
4.1 4.2 4.3 4.4 4.5 4.6
Coastal Ecosystems Distribution Climate Impact on Ecosystems Ecosystems Connectivity Relational Ecosystems Balance between Urban and Ecosystems Relational Ecosystems via Interface
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5.0
ECONOMIC ACTIVITIES ALONG COASTLINE
5.1 5.2 5.3 5.4
Industrial Facilities Tourism [Residential and Recreation] Aquaculture Pollution
6.0
COASTAL INSTITUTIONS
6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8
FBCs Development in Abu Dhabi Command and Control Cap and Trade: One Agent Cap and Trade: Different Actors Policy Development Via Interface The Predator-Prey Model Add Policy into Mathematical Model Relational Mathematical Model via Interface
7.0
ISLAND CONSTRUCTION
7.1 7.2 7.3 7.4 7.5 7.6
8.0 8.1 8.2 8.3 8.4 8.5 8.6 8.7 8.8 8.9 8.10 8.11 8.12 8.13 8.14 8.15
Traditional Way: Palm Island Natural Force: The Sand Motor Deposition and Erosion Tests Island Morphology: Logic and Process Simulation of New Island Construction Material Tests Via Interface
Page 86-99
Page 100-119
Page 120-145
NEW RELATIONAL COASTLINE Island in Relational Urban Context Logic of New Island Formation Island Evolution Based on Deposition Island Formation via Interface Island Morphology Based on Current Speed Fixing Structure in Intertidal Area Channel Routes and Coastal Plants Morphology Master Plan Material Transfer Material and Structure Morphology Tests Original Growing Process of Mangroves Add Structure to Mangroves Growing Process Structure Evolution Based on Current Speed Section of New Relational Coastline Perspective of New Relational Coastline
Page 146-185
APPENDIX BIBLIOGRAPHY
Page 186-228
ILLUSTRATION CREDITS
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In today’s Abu Dhabi, coastal and marine ecosystems are under threat from pollution due to the large number of offshore oil and gas installations, tanker loading terminals and the high volume and density of tanker traffic (AFED 2009).
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Fig.2 Bird View of Abu Dhabi’s Coastline
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[1.0] INTRODUCTION
1.1 From Land to Sea 1.2 Impact on Ecosystems [Nature and Human] 1.3 Relational Environmental Value 1.4 Proposal: Coastal Interface
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Fig.3 Urbanization Along Abu Dhabi’s Coastline
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Chapter 1 | Introduction
1.1 | From Land to Sea
In today’s Abu Dhabi, the human living and life is from land to sea. Local harsh climate and desert landforms account for 90% of the total land area making reclamation and the construction of artificial islands inevitable (EAD 2011).
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Fig.4 Residential Area for Tourism in Abu Dhabi Fig.5 Mangroves along Offshore Water Fig.6 Ports On Abu Dhabi’s Coastline
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Chapter 1 | Introduction
1.2 | Impact on Ecosystems [Nature and Human]
Isobath Coastline Roads
Urban footprint
During the past three decades, the established methods of island construction has touched off a series of negative effects on the local ecosystems, including both nature and human. In order to raise this issue, the government has developed an initiate which tries to emphasize and put value to the local environment: Blue Carbon interface.
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Islands along Abu Dhabi’s Coastline
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Fig.7 Dredging Channel 2009 Fig.8 Artificial Island Construction Fig.9 Reclamation Activities On the Coastline
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Chapter 1 | Introduction
1.3 | Relational Environment Value
Isobath Coastline
5 ecosystems of Blue Carbon Sabkha Algal mat Seagrass Mangrove Salt marshes
Distribution of 5 Blue Carbon Habitats
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Fig.10-1 Startup Layout of Blue Carbon Website Fig.10-2 Main Interface of the Blue Carbon Tool
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[Fig.10-1]
[Fig.10-2]
Relational Environment Value
Adapted from D. Harvey (2010:23)
However we believe that environmental value is not universal. Instead, the construction of value is relational. So what is the real value of the environment? How new forms of documenting the construction of cities can emphasize a relational construction of space time and value? How can they bring together the larger picture of our decisions and the qualities of the materials involved in it? In which sense it becomes projective? These questions were the main driver of our project. Relational Urban Model
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Chapter 1 | Introduction
1.4 | Proposal: Coastal Interface
/for the technique of island construction, we would develop the structure and materiality of island formation, indcluding bioplastic, mangroves and sand/
//relational value from left to right menue are relational environmental value, environmental service trade and environmental service cap processing, which are the essential part of this interface.
//zoom in || out
//ecosystem types select /from top to bottom are intertidal cyanobacterial mats (blue), saltmarshes (green), coastal sabkha (orange), mangrove forests (pink) and subtidal seagrass meadows (yellow)/
//coastal development timeline /click and drag the t i m e l i n e t o s e e deposition and erosion densties from 1955 to 2015, move the upper and lower slider to compare densities in different years/
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//structure && materiality
Bartlett School of Architecture | B-Pro UML
//cap && trade
/from left to right are reclamation parameters, material cap and material trade, by means of cap and trade, developers could select their own land under the incentive regulation/
//location index
//restart operation
//input documents
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[2.0] COASTAL TERRITORY
2.1 Land Use Change: 1965-2009 2.2 Comparison Between 1965 and 2015 2.3 Sediments Distribution 2.4 Coastal Habitats 2.5 Reclamation and Land Use 2.6 Natural Reserve Interface 2.7 Coastal Interface 2.8 Import Territorial Data to Interface
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Fig.11 Abu Dhabi Marina Channel 2009
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Chapter 2 | Coastal Territory
2.1 | Land Use Change: 1965-2009
Fig.12 Abu Dhabi Coastline 22/05/1965
Fig.13 Bird View of Abu Dhabi Coastline 1971
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Bartlett School of Architecture | B-Pro UML
Fig.14 Abu Dhabi Coastline 13/06/2009
Land Use Change in Abu Dhabi Coastline, 1965-2009 These images display Abu Dhabi’s astounding growth from 1965 to 2009, driven largely by wealth derived from the oil and gas sectors. Rapid urban development and economic growth in Abu Dhabi has occurred mostly on the coastline, which has had significant effects on coastal and marine ecosystems. Fig.15 Bird View of Abu Dhabi Coastline 2011
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Chapter 2 | Coastal Territory
2.2 | Comparison Between 1965 and 2009
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Bartlett School of Architecture | B-Pro UML
Land Use Change in Abu Dhabi Coastline, 1965-2009 These images display Abu Dhabi’s astounding growth from 1965 to 2009, driven largely by wealth derived from the oil and gas sectors. Rapid urban development and economic growth in Abu Dhabi has occurred mostly on the coastline, which has had significant effects on coastal and marine ecosystems.
Coastline of 2009 Coastline of 1965
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Chapter 2 | Coastal Territory
2.3 | Sediments Distribution
Deeply incised tidal channels Cyanobecteria mat Pellets & lime muds Mangrove & cyanobecteria lined creeks Pellets & lime muds Organic reefs & coral algal sands Ooids Pellets, grapestones & skeletal sands Sabkha
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km
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Chapter 2 | Coastal Territory
2.4 | Coastal Habitats
Hard bottoms Algal mat Fringing reef with macroalgea Gravel plains with dwarf shrub vegetation Fringing reef Pellets, grapestones & skeletal sands Seagrass
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Chapter 2 | Coastal Territory
2.5 | Reclamation and Land Use 0
Channels Government reserved land Green land Coastaline Residential land
Typic haplosalids Forestry/ farms Gypsic aquisalids Gypsic haplosalids Typic torripsamments Miscellaneous unit Tidal flats Typic aquisalids
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Chapter 2 | Coastal Territory
2.6 | Blue Carbon Interface
Fig.16-Fig.21 Interface of Blue Carbon Tool
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Bartlett School of Architecture | B-Pro UML
Blue Carbon Mapping Toolkit The toolkit can be used to broadly assess the impact of development on coastal marine ecosystems and the associated blue carbon stock, helping to make informed decisions relating to the future development of Abu Dhabi. Baseline layers representing marine ecosystems (mangrove, salt marsh, seagrass and algal mats) around coastal Abu Dhabi were provided by the Abu Dhabi Environment Agency. The ecosystem layers are continually updated to reflect the ongoing dynamics of Abu Dhabi’s coastal ecosystems.
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Chapter 2 | Coastal Territory
2.7 | Coastal Interface
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Chapter 2 | Coastal Territory
2.8 | Import Territorial Data to Interface
[UI Button] Import Files fromm Google/USGS
Startup Layout of Coastal Interface
[Output] Sediment Distribution Mapping
[Output]
Abu Dhabi Coastline Satellite Imagery USGS
Habitats Distribution Mapping
[Output] Dredging & Reclamation Mapping
[Input]
[Output]
Dredging & Reclamation Mapping
Data for Tidal Simulation
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Layout Displaying Territorial Data of Abu Dhabi Coastline
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[3.0] TIDE-DOMINATED COASTLINE
3.1 Mechanism of Tide-Dominated Coastline 3.2 Coastal Climate in Abu Dhabi 3.3 Evolution of Abu Dhabi Islands 3.4 Coastal Formation in Natural Way 3.5 Research on Deposition and Erosion 3.6 Coastal Timeline via Interface
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Fig.22 Shallow Water of Abu Dhabi’s Coastline
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Chapter 3 | Tide-Dominated Coastline
3.1 | Mechanism of Tide-Dominated Coastline
Mechanism of Flood Tide
Supratidal flat
Oolite shoal Sabkha Algal mat
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+++++ +++++ +++++ +++++
Coastline of 1965 Tidal direction
The typical topology in Abu Dhabi is consisted of barrier islands and lagoons. During flood tide, offshore sediments pass landward into oolite shoals, and then, oolite shoals formed in the shallow waters, when wave and tidal energy is concentrated to form tidal deltas. Lime muds and pellets accumulated on the supra tidal flat in the lee of the barrier islands.
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Mechanism of Ebb Tide
Oolite shoal Sabkha Algal mat
Intertidal flat +++++ +++++ +++++ +++++
Coastline of 1965 Tidal direction
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Chapter 3 | Tide-Dominated Coastline
3.2 | Coastal Climate
0
Urban Area Mean Tide Simulation Shallow Water [< 20m] Deep Sea [20-60m]
Ebb strength Flood strenghth Ebb vectors Flood vectors Tidal channels
Subtidal Seagrass Meadows Saltmarshess Intertidal Cyanobacterial Mats Mangrove Forests Coastal Sabkha
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Chapter 3 | Tide-Dominated Coastline
3.3 | Evolution of Abu Dhabi Islands
Barrier
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Tidal flats
Beach
Tidal flats
Older shoreline
Simulation of Abu Dhabi Islandsâ&#x20AC;&#x2122; Evolution Offshore Pleistocene islands, separated from the mainland by a trough, the Khor al Bazm lagoon. Formation of beaches of bioclastic sand on windward side of islands, tidal flats on leeward side. Sand beaches form on the mainland shoreline. Beaches expand laterally due to longshore currents, tidal flats fronted by microbial mats nucleate on mainland once wave energy is sufficiently restricted. Sufficient restriction occurs between islands leads to development of oolitic tidal deltas. Coral reefs grow oceanward of islands, protected from toxic lagoon waters. Tails of islands continue to accrete landward and lagoons gradually infill. [E.C. Rankey and A. Berkeley, 2012]
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Chapter 3 | Tide-Dominated Coastline
3.3 | Evolution of Abu Dhabi Islands
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The p The pro
Chapter 3 | Tide-Dominated Coastline
3.4 | Coastal Formation in Natural Way
Simulation of Coastline Formation in Natural Way, 1965
Comparison of Natural Formation and the Reality From here, we simulate the situation of abu dhabi island changing the artificial influence and find the difference. After comparing of the simulation and satellite image, we find the human pose a significant effluence on the abu dhabi. Most of the landscape change is contributed to artificial islands.
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Simulation of Coastline Formation in Natural Way, 2015
Fig.23 Satellite Imagery of Abu Dhabi 2015
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Chapter 3 | Tide-Dominated Coastline
3.4 | Coastal Formation in Natural Way
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Chapter 3 | Tide-Dominated Coastline
3.5 | Research on Deposition & Erosion
RECTANGLE SHAPE
The Existing Artificial Islands After analyzing the natural effluence on abu dhabi, we simulated the tidal and the wave influence on the artificial islands. So we picked some basic shape from the cases.
60 | Relational Urban Model
CIRCLE SHAPE
INNER BA
AY SHAPE
Bartlett School of Architecture | B-Pro UML
TRIANGLE SHAPE
SQUARE SHAPE
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Chapter 3 | Tide-Dominated Coastline
3.5 | Research on Deposition & Erosion WAVE EFFECT A. Continual Shocking to Coastline B. Constant Directions of Wave C. Constant Speeds of Wave
TIDE EFFECT A. Periodicity Shocking of the Flood and Ebb B. Periodical Changing of Tide C. Periodical Changing of Speed D. Contain Wave Effect
CONCLUSION After comparing both influence factors, we find the difference between them. The tidal effluence mainly generates the sediment on both top and bottom sides, because of the double influence of flood tide and ebb tide process.
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WAVE EFFECT
TIDE EFFECT
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Chapter 3 | Tide-Dominated Coastline
3.5 | Research on Deposition & Erosion
TIDAL EFFECT
1. Top and bottom area get deposition 2. Both sides get eroded 3. Waveward gets erosion
RECTANGLE SHAPE
WAVE EFFECT
CIRCLE SHAPE
INNER BAY SHAPE
1. Top and bottom area get erosion 2. Both are gets deposion shade area
RECTANGLE SHAPE
CIRCLE SHAPE
INNER BAY SHAPE
1. Top and bottom area get longer 2. Both sides get eroded 3. Get more length and little proportion
1. Top and bottom area get longer 2. Both sides get eroded, top get more erosion 3. The shape turns to become triangle shape
1. Top and bottom area ge 2. Both sides get eroded 3. Bottom in the inner ba
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et longer because flood and ebb ay gets more deposition
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TRIANGLE SHAPE
SQUARE SHAPE
TRIANGLE SHAPE
SQUARE SHAPE
1. Top and bottom area get longer 2. Waveward sides get eroded 3. Backwave side gets little influence
1. Top and bottom area get longer 2. Both sides get eroded 3. Get more length and little proportion
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Chapter 3 | Tide-Dominated Coastline
3.6 | Coastal Timeline Via Interface Layout after importing satellite files
[UI Button] Playing the Tidal Simulation
[UI Slider] Selecting the Beginning and Ending Time Points for Playing
[Input] Tidal & Current Speed and Direction Mapping
[Output] Move the upper and lower slider to compare densities in different years.
[Input] Evolution of Abu Dhabiâ&#x20AC;&#x2122;s Coastline
[Input] Coatline Change in Natural Way
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Dynamic Process of Coastline Formation
Bartlett School of Architecture | B-Pro UML
Layout Displaying Development of Abu Dhabi Coastline
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[4.0] COASTAL ECOSYSTEMS
4.1 Coastal Ecosystems Distribution 4.2 Climate Impact on Ecosystems 4.3 Ecosystems Connectivity 4.4 Relational Ecosystems 4.5 Balance between Urban and Ecosystem 4.6 Relational Ecosystems via Interface
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Fig.24 Mangroves & Saltmarshes Along Abu Dhabiâ&#x20AC;&#x2122;s Coastline
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Fig.25 The National Mangroves Park in Abu Dhabi Main Island
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Chapter 4 | Coastal Ecosystems
4.1 | Coastal Ecosystems Distribution
LEGENDS Subtidal Seagrass Meadows Saltmarshes Intertidal Cyanobacterial Mats Mangrove Forests Coastal Sabkha Tidal Channel Flowing Simulations
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ss Meadows
obacterial Mats
sts
tions
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4.1 | Coastal Ecosystems Distribution
LEGENDS Subtidal Seagrass Meadows Saltmarshes Intertidal Cyanobacterial Mats Mangrove Forests Coastal Sabkha Tidal Channel Flowing Simulations Relational Urban Model
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Chapter 4 | Coastal Ecosystems
4.2 | Climate Impact on Ecosystems
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Chapter 4 | Coastal Ecosystems
4.4 | Relational Ecosystems
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URBAN
Chapter 4 | Coastal Ecosystems
COASTAL ECOSYSTEMS
4.5 | Balance between Urban & Ecosystems
[A] THE 1960S
Socio-economic changes for coastal populations
Changes in nutrients, sediments and freshwater outputs
Land Habitat destruction
Mangroves Decreased storm buffering and increased coastal erosion
PORT AND LAND 82 | Relational Urban Model
MANGROVES
SALT MARSHES
S
URBAN
Bartlett School of Architecture | B-Pro UML
COASTAL ECOSYSTEMS
URBAN
URBAN
COASTAL ECOSYSTEMS
S AL ISLAND
ARTIFICI
L CIA
COASTAL ECOSYSTEMS
ARTIFICIAL ISLANDS
S
AND
ISL
IFI
ART
[B] THE 1980S
[C] NOWADAYS
[D] OUR PROSPECTIVE
Decreased fisheries, decreased revenues from tourism, and decreased storm buffering
Loss of mangrove and seagrass habitat
Increased sedimentation and nutrient input
Loss of coral reef habitat
Coral reef Decreased storm buffering
MUD FLATS
SEA GRASS AND ALGAE
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Chapter 4 | Coastal Ecosystems
4.6 | Relational Ecosystems Via Interface [UI Button] Selecting EcoType: Mangrove
Coral Reef
Saltmarshes
Seagrass
[UI Button] Selecting EcoType: Alga Mat
[Output]
Layout After Selecting Eco-Types
Click Eco-type Buttons to Select Mangroves and Seagrass
[Input] Tidal & Current Speed and Direction Mapping
[Input] Mapping of Marine Ecosystem
ats
[Input] Mapping of Coastal Ecosystem
LEGENDS Subtidal Seagrass Meadows Saltmarshes Intertidal Cyanobacterial Mats Mangrove Forests Coastal Sabkha Tidal Channel Flowing Simulations
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Mangroves & Seagrass Display Via Interface
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Final Layout Displaying Marine & Coastal Ecosystems of Abu Dhabi Relational Urban Model
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[5.0] ECONOMIC ACTIVITIES ALONG COASTLINE
5.1 Industrial Facilities 5.2 Tourism [Residential & Recreation] 5.3 Aquaculture 5.4 Pollution
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Fig.26 Abu Dhabi Ports and Shipping Channels
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Chapter 5 | Economic Activities Along Coastline
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Fig.27 Ports, Recreation and Industrial Land along Abu Dhabiâ&#x20AC;&#x2122;s Coastline
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chool of Architecture | UD2 Coastal Interface
Chapter 5 | Economic Activities Along Coastline
5.1 | Industrial Facilities
0
1
5
10km
Projected growth in energy demand in coming decades il
15
Projected growth in energy demand in coming oal decades il as oal iomass as Nuclear iomass ydr o o er Nuclear ther r ene ables ydr o o er
12 15 9 12 6 9 3 6
0 3 1980
1990
2000
2010
2020
2030
ther r ene ables
Note: 0 All statistics to energy in its original form (such as coal) before being transformed into 1980 1990 2000 2010 2020 2030 more convenient nergy (such as electrical energy). Note: All statistics to energy in its original form (such as coal) before being transformed into more convenient nergy (such as electrical energy).
P growth
19 5 P growth 1992 2008 19 5
+
Islands UPC Projects Area Dredging Channels
Population density Industrial Area
Industrial Facilities Industrial Facilities 2LO Ă&#x20AC;HOGV
&RDVWOLQH DQG $UWLĂ&#x20AC;FLDO ,VODQGV _
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1992 0 2008
25
50
5
100
0
25
50
5
100
Non
il
il Non
il
il
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School of Architecture | UD2 Coastal Interface
Chapter 5 | Economic Activities Along Coastline
5.2 | Tourism
Age 80+ 75-79 70-74 65-69 60-64 55-59 50-54 45-49 40-44 35-39 30-34 25-29 20-24 15-29 10-14 5-9 0-4
+
Islands UPC Projects Area Dredging Channels Hard bottoms
Mangroves
Industrial Area
Seagrass Population density Coral reefs Development Projects
Algal mats Coastline and Artificial Islands | 83
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Female
Male
UAE Nationals Expatriates
(Population in Thousands)
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School of Architecture | UD2 Coastal Interface
Chapter 5 | Economic Activities Along Coastline
5.3 | Aquaculture
1,153 272 110 5,547
2,414
586
322
7RWDO FRPPHUFLDO Ă&#x20AC;VKHULHV FDWFK E\ years (Tonnes 2001-2008) 2001 2002 2003
+
Islands UPC Projects Area Dredging Channels
Population density Housing Density Pearl Diving
Aquaculture Farms %LUG +DELWDW Fisheries Landing Site
&RDVWOLQH DQG $UWLĂ&#x20AC;FLDO ,VODQGV _
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2004 2005 2006
2007 2008
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chool of Architecture | UD2 Coastal Interface
Chapter 5 | Economic Activities Along Coastline
6
189.6
6
212.6
11.9
31.3 109.7
2.0
0.4 12.6 9.8
103.1
5.4 | Pollution
�ean Ann�al �ater ��alit� �al�es �itrite�� ������ ��os��ate�� ������ �itrate�� ������ �ilicate ���� A��onia ������
+
Islands UPC Projects Area Dredging Channels
Population density Industrial Area
�arine disc�ar�e ��tlets �il fields
Coastline and Artificial Islands | 8�
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�ar���l al�ea a��ndance� ���8
�otal di��erent t��es o� �ar���l al�e
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ea a��ndance
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[6.0] COASTAL INSTITUTIONS
6.1 Form-Based Codes Development in Abu Dhabi 6.2 Command and Control 6.3 Cap and Trade: One Agent 6.4 Cap and Trade: Different Actors 6.5 Policy Development Via Interface 6.6 The Predator-Prey Model 6.7 Add Policy into Mathematical Model 6.8 Relational Mathematical Model via Interface
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Fig.28 Abu Dhabi City Centre & Main Island
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Chapter 6 | Coastal Institutions
6.1 | Form-Based Codes Development in Abu Dhabi
Higher Land Price Revising 1962 Halcrow Plan
The 1973 Egyptian-led War resulted in an increase in oil price, which led to the price of land rocketed in Abu Dhabi
Under the supervision of Egyptian planner Abd al-Rahman Makhlouf
1ST PLANNING First Urban Masterplan commissioned from Halcrow & Co., UK
Natural Island: Mussafah Mussafah Island as an industrial district in plan
Khalifa Committee Turning Point ADMA obtained offshore oil concessions
Height Limitation the height of building should be between 8-10 storeys
First exports of oil in Abu Dhabi
1953
1962
the plan had a series of features, including raising the ground level through dredging and reclamation
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1968
featured extensive greening Al Raha Beach development the international airport the wave breaker dredging a canal around the island
Being established in 1976 the purpose of administ and granting land to nat
1969
19
City also saw an expansion of luxury hotels along the coastline which included a Hilton and Ramada
e
6 with tering tionals
970s
Bartlett School of Architecture | B-Pro UML
2ND PLANNING the Master Directive Plan for Abu Dhabi and its Environs: 1990-2010, prepared by Abu Dhabi Town Planning Department, UNDP and Atkins
Natural Island: Saadiyat Extensive Coastal Development Artificial Island: LuLu
Extensive work of land reclamation and waterfront development continued unabated increasing the original size of the island to 6,000 hectares (in 1994 the total area became 9,400 hectares)
Saadiyat Island is a natural extension of urbanization in Abu Dhabi island
Lulu Island started to be built in 1988, with 4,200 hectares area
Continuous Coastal Dvelopment
Natural Island: Hadriyat
The 1980s witnessed continuous extensive development, land reclamation and development of townships as well as major public works projects
1980s
Hadriyat represents the natrural expansion of urbanization from the western side
After 1990
The development of the 215 islands surrounding the city, paticularly Saadiyat and Hadriyat.
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Chapter 6 | Coastal Institutions
6.2 | Command and Control: Recovering of Mangroves
104 | Interfacing Relational Urban Systems Model of Land
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Interfacing Relational Systems Urban ofModel Land
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Chapter 6 | Coastal Institutions
6.3 | Cap and Trade: One Agent
106 | Interfacing Relational Urban Systems Model of Land
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Interfacing Relational Systems Urban ofModel Land
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Chapter 6 | Coastal Institutions
6.4 | Cap and Trade: Different Actors
108 | Interfacing Relational Urban Systems Model of Land
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Chapter 6 | Coastal Institutions
6.5 | Policy Development Via Interface
[UI Slider] Material Cap
[UI Button] Material Trade
Startup Layout for Cap & Trade
[Output] Move the Trade Slider to Select Types of Habitat
[Input] Coastal & Tidal Timeline
[Input] Marine & Coastal Ecosystems
[Output] Move the Cap Slider to Modify Amount of Habitats
Island Formation & Ecosystems Cap Via Interface
[Input] Land Value Analysis
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Layout Displaying Cap & Trade of Abu Dhabi
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Chapter 6 | Coastal Institutions
6.6 | The Predator-Prey Model
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Chapter 6 | Coastal Institutions
6.7 | Add Policy into Mathematical Model
To further explain the effectiveness of cap and trade in protecting environment, we import the mathematic model to explain that. The basic model we used here is the prey-predator model, which explain balance of nature ecosystem. We can see that without human activities, the species are in dynamic equilibrium. Then we add the influence of the demand of tourism land. For example, if we add the cap-and trade policy into the system which means certain percentage of new built artificial island will be used for recovering of mangroves. We could see the system covering to the original state. Here is the spatial hive plot show the covering process.
Move from urban to island
00 02 04 06 08 10 12 14 16 18 20 22 24 26 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72
Move from urban to island
Move from urban to island
Move from island to urban
Move from island to urban 00 02 04 06 08 10 12 14 16 18 20 22 24 26 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72
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Cap & Trade 0.3
Cap & Trade 0.3
Cap & Trade 0.3
Cap & Trade 0.3 Cap & Trade 0.3 Cap & Trade 0.2 Cap & Trade 0.2 Cap & Trade 0.2 Cap & Trade 0.2 Cap & Trade 0.2 Cap & Trade 0.2
Cap & Trade 0.2 Cap & Trade 0.1 Cap & Trade 0.1 Cap & Trade 0.1 Cap & Trade 0.1 Cap & Trade 0.1 Natural Process Natural Process Natural Process Natural Process Natural Process Natural Process
Without Cap & Trade Without Cap & Trade Without Cap & Trade Without Cap & Trade
00
00 02
02 04
04 06
06 08
08 10
10 12
12 14
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72
Crab
Birds
Mangroves
Reclamation
Tourism
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Chapter 6 | Coastal Institutions
6.8 | Relational Mathematical Model via Interface
Section 1 Cap and Trade [existing mangroves amount]
Section 2 Cap and Trade [new increase of mangroves]
Section 3 Island Formation [under natural force]
Section 4 Island Formation [grid of new island]
Section 5 Island Formation [depth of offshore water]
Section 6 The Whole Process
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POINT
Drawing Polygon
[UI Button]
AREA
Modifying Reclamation Area
[UI Button]
DEPTH
Modifying Dredging Depth
[UI Button]
WIDTH
Modifying Dredging Width
Layout After Selecting Eco-Types
[Input] Aquaculture Activities
[Input] Tourism Activities
Land Use of Dredging and Reclamation
[Input] Industry Activities
[Input] Pollution Activities
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Chapter 6 | Coastal Institutions
6.8 | Relational Mathematical Model via Interface
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[7.0] ISLAND CONSTRUCTION
7.1 Traditional Way: Palm Island 7.2 Natural Force: The Sand Motor 7.3 Deposition and Erosion Tests 7.4 Island Morphology: Logic and Process 7.5 Simulation of New Island Construction 7.6 Material Tests Via Interface
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Fig.29 Hydraulic Reclamation of Artificial Island Construction
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Chapter 7 | Island Construction
7.1 | Traditional Way: Palm Island
Fig.30-33 PALM Island Construction in Dubai
Traditional Way of Island Construction Negatives: 1.Traditional island reclaimation technology have huge cost as it have to resist the nature forces. 2. Cause decrease in coastal and marine eco-sysems 3. The stone shoreline makes it hard for coastal and marine eco-systems to recover.
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7.2 | Natural Force: The Sand Motor
Fig.34-41 Sand Motor, Formation Process
Pilot Project for Natural Coastal Protection The Sand Motor is an enormous pioneering project that demonstrates that sustainable building with nature really is possible. It also shows that working together in the Golden Triangle of government, research institutes and the private sector does indeed represent added value and meet the challenging innovation targets set by the government in its efforts to foster innovation in top sectors. What is very important to us is that the new knowledge and experience will allow us to apply the Sand Motor concept in time in improved high-end solutions, both at home and abroad (Stefan Aarninkhof 2013). Relational Urban Model
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Chapter 7 | Island Construction
7.3 | Material Deposition and Erosion Test: Sand and Concrete
Test 01
Test 02
Test 03
Test 04
Test 05
Test 06
Test 07
Test 08
Test 09
1. Line connection can be generated in both sides of sand 2. Connection areas show low velocity 3. Bend connection can be generated in some area near tidal tunnel
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Test 10
Test 11
Test 12
Test 13
Test 14
Test 15
Test 16
Test 17
Test 18
4. Tidal tunnel areas show high velocity 5. Most of the sand are lost through tidal tunnel 6. Concrete piles enlarge deposition area
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Chapter 7 | Island Construction
7.3 | Material Deposition and Erosion Test: Sand and Concrete
Test 01
Test 02
Test 03
Test 04
Test 05
Test 06
Test 07
Test 08
Test 09
7. Less bend connection between concrete piles 8. Some enrosion is solided by concrete piles 9. More line connection between sand and concrete piles 10. Second level piles should be placed in tidal tunnels 128 | Relational Urban Model
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Test 10
Test 11
Test 12
Test 13
Test 14
Test 15
Test 16
Test 17
Test 18
11. Dposition morphology is related to the layout of concrete piles 12. When piles round sand, sand gets little enrosion 13. Second level piles make more bend connection Relational Urban Model
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Chapter 7 | Island Construction
7.4 | Morphology of Island Formation: Logic and Process
Test 19
Test 20
Test 21
Test 22
Tidal Direction: SE 60 Tidal Speed: 0-30 M/S Sand Density Level: 1.7 Sand Deposition Level: 2.0 Time Scale: 1 Year
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Stage 01 Logic
Stage 02 Logic
Stage 01 Simulation
Stage 02 Simulation
1. The first lay points come out randemly and find the lower water speed value near the sand. 2. As there are TIDAL TUNNELS between every two points, the second layer points come out and move in this area.
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Chapter 7 | Island Construction
7.4 | Morphology of Island Formation: Logic and Process
Stage 03 Logic
Stage 04 Logic
Stage 03 Simulation
Stage 04 Simulation
3. The second layer points come out into tidal tunnels and find relatively higher water speed in order to decrease erosion. 4. The third layer points come out from the trend of second layer ones. As the trends are located in the tidal tunnel, they will find higher water velocity.
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Stage 05 Logic
Stage 06 Logic
Stage 05 Simulation
Stage 06 Simulation
5. All three layers of points will be dunped different volume of concrete. 6. After some time of deposition and erosion, the morphology of the sand will be changed and the shape is relative to the layout of the points.
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Chapter 7 | Island Construction
7.4 | Morphology of Island Formation: Different Parameters
Morphology 01
Morphology 02
Time gap 1st Level & 2nd Level: 0.5 month
Time gap 1st Level & 2nd Level: 1 month
0 Month
1 Month
Ocean velocity caught by 2nd Level: 1-5m/s 0 M/S
1 Month
Ocean velocity caught by 2nd Level: 10-20m/s 30 M/S
At the beginning of the research, we put the sand piles into water only and find the sediment areas showing lower ocean velocity and the tide channel meaning higher velocity. Then we put the fix structures around the center sand piles, and we find even though there are much sand loss, there is morphology generated. After that, we put the sublevel structures near the 1st level structures and we find the situation gets better with little sand loss and more comprehensive morphology.
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0 Month
0 M/S
30 M/S
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Morphology 03
Morphology 04
Time gap 1st Level & 2nd Level: 0.5 month
Time gap 1st Level & 2nd Level: 1 month
0 Month
1 Month
Ocean velocity caught by 2nd Level: 1-5m/s 0 M/S
0 Month
1 Month
Ocean velocity caught by 2nd Level: 10-20m/s 30 M/S
0 M/S
30 M/S
Then we change the time gap between 1st and 2nd level points to get different densities of islands and change the velocity caught by the 2nd level points to get the connection to coastline.
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Logic of first hierarchy of fixing material
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Chapter 7 | Island Construction
7.5 | Simulation of New Island Construction
Logic of second hierarchy of fixing deposition 1. The conclusion from material test shows put interpolate point in the The conclusion from existing points make material shows put back areatest more stable interpolate point in the existing points make back area more stable
1.
The location of existing materialdetermine the detecting area The location of existing materialdetermine the detecting area 138 | Relational Urban Model
2.
Logic of second hierarchy of fixing deposition
2.
detecting the point where the velocity of the water is the fast in detecting the area the point where the velocity of the water is the fast in the area
Bartlett School of Architecture | B-Pro UML
Following structure The following structure consists of serises of dots of fixing material. The logic is the same as the second one.
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Chapter 7 | Island Construction
7.5 | Simulation of New Island Construction
The generating path of the process
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Chapter 7 | Island Construction
7.6 | Material Tests via Interface
Layout After Selecting Material Types
[Input] Coastal & Tidal Timeline
[Input]
[Output] Cilck the Button to Select Types of Material
Marine & Coastal Ecosystems
Material Tests & Formation Via Interface
[Input] Island Formation Mechanism
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Layout Displaying Selecting Material Formation
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[8.0] NEW RELATIONAL COASTLINE
8.1 Island in Relational Urban Context 8.2 Logic of New Island Formation 8.3 Island Evolution Based on Deposition and Erosion 8.4 Island Formation via Interface 8.5 Island Morphology Based on Current Speed 8.6 Fixing Structure Development in Intertidal Area 8.7 Channel Routes and Coastal Plants Morphology 8.8 Master Plan 8.9 Material Transfer 8.10 Material and Structure Morphology Tests 8.11 Original Growing Process of Mangroves [Natural Way] 8.12 Add Structure to Mangroves Growing Process 8.13 Structure Evolution Based on Current Speed 8.14 Section of New Relational Coastline 8.15 Perspective of New Relational Coastline
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Fig.42 Mangroves, Land and Sea in Abu Dhabi
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Chapter 8 | New Relational Coastline
8.1 | Island in Relational Urban Context
LEGENDS Subtidal Seagrass Meadows Saltmarshes Intertidal Cyanobacterial Mats Mangrove Forests Coastal Sabkha Wind Current Tidal Channel
+
Islands UPC Projects Area
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0
0.5
2.5
5 km
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Chapter 8 | New Relational Coastline
8.2 | Logic of New Island Formation
Logic of 1st Hierarchy of Fixing Material
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Logic of 2nd Hierarchy of Fixing Material
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Chapter 8 | New Relational Coastline
8.2 | Logic of New Island Formation
Logic of Following Hierarchy of Fixing Material
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The Generating Path of the Process
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Chapter 8 | New Relational Coastline
8.2 | Logic of New Island Formation
The Generating Path of the Process
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Generated Morphology
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Chapter 8 | New Relational Coastline
8.3 | Island Evolution Based on Deposition and Erosion
Original Sand Dune
Phase 01
Phase 02
Deposition
Deposition
+
+
Erosion
Original Sand Dune
+
Phase 03
Tidal Direction: SE 80 Tidal Speed: 20-30 M/S Sand Density Level: 2.3 Sand Deposition Level: 3.0 Time Scale: 2 Years
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Phase 04
Deposition
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Erosion
-
+
Phase 05
Deposition
Phase 06
Erosion
+
+
Phase 07
-
Deposition
+
Deposition
Deposition
Phase 08
1. The first lay points come out randemly and find the lower water speed value near the sand. 2. As there are TIDAL TUNNELS between every two points, the second layer points come out and move in this area.
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Chapter 8 | New Relational Coastline
8.4 | Island Formation via Interface
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Chapter 8 | New Relational Coastline
8.5 | Island Morphology Based on Current Speed
0 40
200
LEGENDS
Offshore Water Island Area Value of Current Speed Direction of Current Speed
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400 m
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Chapter 8 | New Relational Coastline
8.6 | Fixing Structure Development in Intertidal Area
0 40
200
400 m
LEGENDS
Offshore Water
Mangroves Area
Island Area
First Level Structure
Value of Current Speed
Second Level Structure
Direction of Current Speed Intertidal Area [Lowest]
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Structure Service Radius
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Chapter 8 | New Relational Coastline
8.7 | Channel Routes and Coastal Plants Morphology
0 40
200
400 m
LEGENDS
Offshore Water
Mangroves Area
Island Area
First Level Structure
Value of Current Speed
Second Level Structure
Direction of Current Speed Intertidal Area [Lowest]
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Structure Service Radius
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Chapter 8 | New Relational Coastline
8.8 | Master Plan
LEGENDS
Offshore Water
Main Channel Route
Island Area
Sub Channel Route
Value of Current Speed
Seagrass Area
Direction of Current Speed
Mangroves Area
Intertidal Area [Highest]
First Level Structure
Intertidal Area [Lowest]
Second Level Structure
Land Area
Structure Service Radius
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Chapter 8 | New Relational Coastline
8.9 | Material Transfer
Roots
Deposition Current
Bioplastic
The Highest Tidal Level Everage High Level [1.6] Everage Low Level [1.3] The Lowest Tidal Level
Growth Timeline [Month]
Consolidate Deposition Decrease Current Speed Nutrient Consumption Material Transfer
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2
4
7
12
16
20
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28
32
36
40
44
48
52
Material Transfer
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Chapter 8 | New Relational Coastline
8.10 | Material and Structure Morphology Tests
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Chapter 8 | New Relational Coastline
8.10 | Material and Structure Morphology Tests
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Chapter 8 | New Relational Coastline
8.10 | Material and Structure Morphology Tests
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Chapter 8 | New Relational Coastline
8.11 | Original Growing Process of Mangroves [Natural Way]
The Highest High Tide Level Everage High Tide Level Everage Low Tide Level The Lowest Low Tide Level The Highest High Tide Level Everage High Tide Level Everage Low Tide Level
Original Species
The Lowest Low Tide Level The Highest High Tide Level Everage High Tide Level Everage Low Tide Level
Original Species
The Lowest Low Tide Level Original Species
The Highest High Tide Level Everage High Tide Level Everage Low Tide Level The Lowest Low Tide Level The Highest High Tide Level Expecimental Pioneer
Original Species
Everage High Tide Level Everage Low Tide Level The Lowest Low Tide Level The Highest High Tide Level
Expecimental Pioneer
Original Species
Everage High Tide Level Everage Low Tide Level The Lowest Low Tide Level
Expecimental Pioneer
Original Species
The Highest High Tide Level Everage High Tide Level Everage Low Tide Level The Lowest Low Tide Level The Highest High Tide Level Expecimental Pioneer
Natural Selection of Species
Everage High Tide Level Original Species Everage Low Tide Level The Lowest Low Tide Level The Highest High Tide Level
Expecimental Pioneer
Natural Selection of Species
After growing to a certain extent, the hypocotyl which seperate from the mother free fall into the mud at the beach, take root in the mud and become new plants just in a few hours. OthExpecimental Pioneer Natural Selection of Species ers that fail to take root in the mud relying on the current to drift on the sea for several months and finally root in the coast. 174 | Relational Urban Model
Everage High Tide Level Original Species Everage Low Tide Level The Lowest Low Tide Level Original Species
Bartlett School of Architecture | B-Pro UML
8.12 | Add Structure to Mangroves Growing Process
The Highest High Tide Level Everage High Tide Level Everage Low Tide Level The Lowest Low Tide Level The Highest High Tide Level Everage High Tide Level Everage Low Tide Level The Lowest Low Tide Level The Highest High Tide Level Everage High Tide Level Everage Low Tide Level The Lowest Low Tide Level
The Highest High Tide Level Everage High Tide Level Everage Low Tide Level The Lowest Low Tide Level The Highest High Tide Level Everage High Tide Level Everage Low Tide Level The Lowest Low Tide Level The Highest High Tide Level Everage High Tide Level Everage Low Tide Level The Lowest Low Tide Level
The Highest High Tide Level Everage High Tide Level Everage Low Tide Level The Lowest Low Tide Level The Highest High Tide Level Everage High Tide Level Everage Low Tide Level The Lowest Low Tide Level The Highest High Tide Level
This image shows the different parts of 1st level structures, the main structure for island forming, the space of mangrove roots and the space of mangrove seeds. So, the upper one is the degradation process of the structure with the growing of the mangrove in 4 years. And the lower one means the material transfer during this time.
Everage High Tide Level Everage Low Tide Level The Lowest Low Tide Level
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Chapter 8 | New Relational Coastline
8.13 | Structure Evolution Based on Current Speed
Plan of Phase 01
Plan of Phase 04
Phase 01
Phase 02
Phase 05
Phase 06
Phase 09
Phase 10
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Plan of Phase 08
Plan of Phase 12
Phase 03
Phase 04
Phase 07
Phase 08
Phase 11
Phase 12
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Chapter 8 | New Relational Coastline
8.13 | Structure Evolution Based on Current Speed
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Phase 01
Phase 02
Phase 03
Phase 04
Phase 05
Phase 06
Phase 07
Phase 08
Phase 09
Phase 10
Phase 11
Phase 12
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Chapter 8 | New Relational Coastline
8.14 | Section of New Relational Coastline
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Chapter 8 | New Relational Coastline
8.15 | Perspective of New Relational Coastline
Mangroves Roots [Decrease Erosion]
Material of Fixing Structure [2nd Level]
Local Habitats Protection [Coral Reefs & Seagrass]
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Mangroves Habitats [For Fisheries]
Diving Activities [Recreation for Tourism]
Material of Fixing Structure [3rd Level]
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[Mangrove Growing Area]
[Subtidal]
[Intertidal]
[Mean lower low water]
[100
+
[Service Space]
+[Tra
+[Open Space]
+
[Transport Stations]
+[Mangrove Protectors] +
[Mangrove Protectors]
0
5
25
50 m
+[Sightseeing]
0M]
[8M]
[Structure Fixing Area]
[Human Acting Area]
[Supratidal]
[Upland]
[Mean higher high water]
+
[Sightseeing]
+
]
ansport Stations]
+
[Mangrove Protectors]
+
[Mangrove Protectors]
APPENDIX Simulation Catalogue Physical Model
Research On Deposition & Erosion WAVE EFFECT RECTANGLE SHAPE
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CIRCLE SHAPE
INNER BAY SHAPE
TRIANGLE SHAPE
SQUARE SHAPE
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Research On Deposition & Erosion TIDAL EFFECT RECTANGLE SHAPE
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Frame 210
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CIRCLE SHAPE
INNER BAY SHAPE
TRIANGLE SHAPE
SQUARE SHAPE
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Frame 690
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Material Test: Sand
+
[Direction] SE 60
[Density Level]
[Speed]
[Deposition Level] 2.0
10-20m/s
+ + +
[Ebb Deposition]
[Erosion]
[Flood Deposition] [Tide Tunnel]
Frame: 100
Frame: 200
Frame: 300
Frame: 400
Frame: 500
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1.7 [Time Scale]
1 Year
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+
[Direction] SE 60
[Density Level]
[Speed]
[Deposition Level] 2.0
10-20m/s
1.7 [Time Scale]
1 Year
+ + +
[Ebb Deposition]
[Erosion]
[Flood Deposition] [Tide Tunnel]
Frame: 100
Frame: 200
Frame: 300
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Material Tests
+
[Direction] SE 60
[Density Level]
[Speed]
[Deposition Level] 2.0
10-20m/s
1.7 [Time Scale]
1 Year
+ + +
[Ebb Deposition]
[Erosion]
[Flood Deposition] [Tide Tunnel]
Frame: 100
[Direction] SE 60
[Density Level]
[Speed]
[Deposition Level] 2.0
10-20m/s
1.7 [Time Scale]
1 Year
+
+ +
[Ebb Deposition]
Frame: 200
[Erosion]
+
[Flood Deposition] [Tide Tunnel]
Frame: 100
Frame: 200
[Direction] SE 60
[Density Level]
[Speed]
[Deposition Level] 2.0
10-20m/s
1.7 [Time Scale]
1 Year
+ +
[Ebb Deposition]
+
[Erosion]
+
[Flood Deposition] [Tide Tunnel]
Frame: 100
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Frame: 200
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Material Testďź&#x161; Concrete
[Direction] SE 60
[Density Level]
[Speed]
[Deposition Level] 2.0
10-20m/s
+ +
+ +
[Ebb Deposition]
[Erosion] [Flood Deposition] [Tide Tunnel]
Frame: 100
Frame: 200
Frame: 300
Frame: 400
Frame: 500
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1.7 [Time Scale]
1 Year
Bartlett School of Architecture | B-Pro UML
[Direction] SE 60
[Density Level]
[Speed]
[Deposition Level] 2.0
10-20m/s
1.7 [Time Scale]
1 Year
+ +
+ +
[Ebb Deposition]
[Erosion] [Flood Deposition] [Tide Tunnel]
Frame: 100
Frame: 200
Frame: 300
Frame: 400
Frame: 500
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Material Tests
[Direction] SE 60
[Density Level]
[Speed]
[Deposition Level] 2.0
10-20m/s
1.7 [Time Scale]
1 Year
+ +
+ +
[Ebb Deposition]
[Erosion] [Flood Deposition] [Tide Tunnel]
Frame: 100
+
[Direction] SE 60
[Density Level]
[Speed]
[Deposition Level] 2.0
10-20m/s
1.7 [Time Scale]
1 Year
+ +
[Ebb Deposition]
Frame: 200
+
[Erosion] [Flood Deposition] [Tide Tunnel]
Frame: 100
Frame: 200
[Direction] SE 60
[Density Level]
[Speed]
[Deposition Level] 2.0
10-20m/s
1.7 [Time Scale]
1 Year
+ +
[Ebb Deposition]
+ +
[Erosion] [Flood Deposition] [Tide Tunnel]
Frame: 100
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Frame: 200
Bartlett School of Architecture | B-Pro UML
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Frame: 400
Frame: 500
Frame: 300
Frame: 400
Frame: 500
Frame: 300
Frame: 400
Frame: 500
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Material Tests
[Direction] SE 60
[Density Level]
[Speed]
[Deposition Level] 2.0
10-20m/s
1.7 [Time Scale]
1 Year
+
+
+ +
[Ebb Deposition]
[Erosion] [Flood Deposition] [Tide Tunnel]
Frame: 100
Frame: 200
[Direction] SE 60
[Density Level]
[Speed]
[Deposition Level] 2.0
10-20m/s
1.7 [Time Scale]
1 Year
+
+
+ +
[Ebb Deposition]
[Erosion] [Flood Deposition] [Tide Tunnel]
Frame: 100
Frame: 200
[Direction] SE 60
[Density Level]
[Speed]
[Deposition Level] 2.0
10-20m/s
1.7 [Time Scale]
1 Year
+
+
+ +
[Ebb Deposition]
[Erosion] [Flood Deposition] [Tide Tunnel]
Frame: 100
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Frame: 200
Bartlett School of Architecture | B-Pro UML
Frame: 300
Frame: 400
Frame: 500
Frame: 300
Frame: 400
Frame: 500
Frame: 300
Frame: 400
Frame: 500
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Tide Simulator Tank
Animate Section
Fixed Pulley
Drive Winch
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Sand Landscape
Experiment Section
Water
Side View
Plan View
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Wax and Sand with Robotic Arm
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MATERIAL MIXER
DROP POINTS
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Robotic Arm
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Material Experiment
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Material Tests
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Material Tests
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Material Tests
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Ecological Research along Coastline
Section 1 Cap and Trade Process [involving five materials and buildable areas]
Section 2 Targeted Plots [selection for cap and trade]
Section 3 Material Distribution [eological service related to terrain analysis]
Section 4 Territory Visualization [terrain analysis]
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[Model Appearance Screen]
+
[5 Coastal Ecosystems]
+
From left to right are intertidal cyanobacterial mats (blue), saltmarshes (green), coastal sabkha (orange), mangrove forests (pink) and subtidal seagrass meadows (yellow). 220 | Relational Urban Model
[Import Site Command ]
+
At the beginning of operation, we need to import site information and models via this button.
Bartlett School of Architecture | B-Pro UML
[System Control Buttons]
+
From top to bottom menue are environmental value analysis, e nv i ro n m e n t a l s e r v i c e t r a d e and environmental service cap processing, which are the essential part of this interface.
We put all the buttons on the layout, as they will not appear if you don't need them. When you click the button, it will be highlighted. The regulation of the appearance is Selected area, Cammond and Control system and Cap and Trade system. Relational urban model is continously show on the right of the interface as the steps go on.
[Features of Solar Fan]
+
From right to left are latitude of site location, day of first frozen date which solar access is no longer needed (default date is 1st November), distance of solar fan extension, minimum hours of sun explore during the growing season. Relational Urban Model
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222 | Relational Urban Model
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When an area is selected, simulation of the geography appears when the interface is ready to go. The simple colours illustrate the altitudes of the geography and accurs the mesh. Though the five eco-systems haven't been developed in this step, icons of five habits appear on the screen. In the following steps, our interface will show the distributate of the five habits on the terrain.
The five coloured eco-systems are presented as the floating spheres. The selected habitat is highlighted while the other habitats become dark. Each habitat has a unique type of solar fan. As the feature changes, the shape of and the colour of the fan changes as well.
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Cap and Trade is firstly used in carbon system. In our cap and trade system, we first made the rule which limits the buying and selling. Each plot has the same percentage of eco-system type - are presented in 5 clours. No matter which area you want to use to 'build', Cap is the basic regualtion.
The next step is trade which refers to the marketing regulation in economical world. As we know, we have already cap the type of the land you must have, if you want to have more mangroves rather than much salt marshes, you need to buy from others' plots to balance the regulation. At the same time, you need to sell te same amount of area as you need to have the average plots of built area.
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Intervention Visualization of Ecological Sevices 1 In this scenario we try to use particles of 5 different colors to represent the occupied volume that was defined by the intervention of 5 different materials(here we are specifically refering to the 5 vegetation eco-services), which present a legible and explicit hierarchy of spaces dominated by different invention powers, making the individual influence contributing to the final open corridor clear and visible.The reason of using particles to define the boundaries between these volumes can transform isolation towards integrity and make the boundaries blur in order to bring about a whole system that we can observe.
Intervention Visualization of Ecological Sevices 2 In this scenario we try to ues normal vectors of every face of the volumes defined by 5 different materials(here we are specifically refering to the 5 vegetation eco-services) in order to not only know the intervention spaces they define and open corridors they leave behind, but also to visualize the detailed spatial relationship between the spaces around them, for which we tend to use vectors to represent the development tendency of every single intervention power.And based on these information, the designer can understand the regulation of material systems much more profoundly and adapt to it much more flexibly.
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[fig.5] Arab Region: At las of Our Changing Environment, UNEP, 2013
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