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You searched for +publisher:"Delft University of Technology" +contributor:("Verhagen, H.J."). Showing records 1 – 30 of 200 total matches.

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Delft University of Technology

1. Vilaplana Domingo, A.M. Evaluation of the Volume-Exchange Model using Van der Meer Laboratory Tests Results:.

Degree: 2010, Delft University of Technology

 This study extends the theoretical approach developed by JUMELET [2010] to acquire a physical description of the notional permeability coefficient applied in the VAN DER… (more)

Subjects/Keywords: Breakwater; Stability relations; Notional permeability coefficient; Damage; Porosity; Volume-exchange model; Run-up reduction coefficient

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APA (6th Edition):

Vilaplana Domingo, A. M. (2010). Evaluation of the Volume-Exchange Model using Van der Meer Laboratory Tests Results:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:fff8a2f6-1928-4a99-b71d-815c29ee7b88

Chicago Manual of Style (16th Edition):

Vilaplana Domingo, A M. “Evaluation of the Volume-Exchange Model using Van der Meer Laboratory Tests Results:.” 2010. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:fff8a2f6-1928-4a99-b71d-815c29ee7b88.

MLA Handbook (7th Edition):

Vilaplana Domingo, A M. “Evaluation of the Volume-Exchange Model using Van der Meer Laboratory Tests Results:.” 2010. Web. 22 Apr 2019.

Vancouver:

Vilaplana Domingo AM. Evaluation of the Volume-Exchange Model using Van der Meer Laboratory Tests Results:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:fff8a2f6-1928-4a99-b71d-815c29ee7b88.

Council of Science Editors:

Vilaplana Domingo AM. Evaluation of the Volume-Exchange Model using Van der Meer Laboratory Tests Results:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:fff8a2f6-1928-4a99-b71d-815c29ee7b88


Delft University of Technology

2. Afridi, Z.N. A comparison of overtopping behaviour over a permeable and impermeable crest: An insight into overtopping discharges and intensities:.

Degree: 2010, Delft University of Technology

 The purpose of this report is to investigate the differences in overtopping characteristics over the crest of a rubble mound breakwater when the crest is… (more)

Subjects/Keywords: overtopping; breakwater; permeability; porosity; waves

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APA (6th Edition):

Afridi, Z. N. (2010). A comparison of overtopping behaviour over a permeable and impermeable crest: An insight into overtopping discharges and intensities:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:31cabd8d-6219-4ac6-a72e-0bd6cc283fe9

Chicago Manual of Style (16th Edition):

Afridi, Z N. “A comparison of overtopping behaviour over a permeable and impermeable crest: An insight into overtopping discharges and intensities:.” 2010. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:31cabd8d-6219-4ac6-a72e-0bd6cc283fe9.

MLA Handbook (7th Edition):

Afridi, Z N. “A comparison of overtopping behaviour over a permeable and impermeable crest: An insight into overtopping discharges and intensities:.” 2010. Web. 22 Apr 2019.

Vancouver:

Afridi ZN. A comparison of overtopping behaviour over a permeable and impermeable crest: An insight into overtopping discharges and intensities:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:31cabd8d-6219-4ac6-a72e-0bd6cc283fe9.

Council of Science Editors:

Afridi ZN. A comparison of overtopping behaviour over a permeable and impermeable crest: An insight into overtopping discharges and intensities:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:31cabd8d-6219-4ac6-a72e-0bd6cc283fe9


Delft University of Technology

3. Crum, S. Kustmatig eiland "Elia": Transformatie-schakel in het Belgian Offshore Grid:.

Degree: 2013, Delft University of Technology

 Dit rapport richt zich op het ontwerp van een permanente en duurzame onderbouw voor het offshore hoogspanningsstation ALPHA in de vorm van een kunstmatig eiland.… (more)

Subjects/Keywords: kunstmatig eiland; België; Vlaamse banken

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APA (6th Edition):

Crum, S. (2013). Kustmatig eiland "Elia": Transformatie-schakel in het Belgian Offshore Grid:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:16290339-53c9-43a4-817c-93b9864276ba

Chicago Manual of Style (16th Edition):

Crum, S. “Kustmatig eiland "Elia": Transformatie-schakel in het Belgian Offshore Grid:.” 2013. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:16290339-53c9-43a4-817c-93b9864276ba.

MLA Handbook (7th Edition):

Crum, S. “Kustmatig eiland "Elia": Transformatie-schakel in het Belgian Offshore Grid:.” 2013. Web. 22 Apr 2019.

Vancouver:

Crum S. Kustmatig eiland "Elia": Transformatie-schakel in het Belgian Offshore Grid:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:16290339-53c9-43a4-817c-93b9864276ba.

Council of Science Editors:

Crum S. Kustmatig eiland "Elia": Transformatie-schakel in het Belgian Offshore Grid:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:16290339-53c9-43a4-817c-93b9864276ba


Delft University of Technology

4. Tusinski, A. The Role of Mangroves in the Design of Coastal Dikes: Hydrodynamic and Cost Related Aspects:.

Degree: 2012, Delft University of Technology

 Mangrove forests have been proven to be an efficient system in attenuation of the wave energy. Therefore, they may be incorporated in the construction of… (more)

Subjects/Keywords: mangroves; coastal dikes; cost

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APA (6th Edition):

Tusinski, A. (2012). The Role of Mangroves in the Design of Coastal Dikes: Hydrodynamic and Cost Related Aspects:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:415a690d-2f6f-4cb2-9aa9-aea49f27056a

Chicago Manual of Style (16th Edition):

Tusinski, A. “The Role of Mangroves in the Design of Coastal Dikes: Hydrodynamic and Cost Related Aspects:.” 2012. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:415a690d-2f6f-4cb2-9aa9-aea49f27056a.

MLA Handbook (7th Edition):

Tusinski, A. “The Role of Mangroves in the Design of Coastal Dikes: Hydrodynamic and Cost Related Aspects:.” 2012. Web. 22 Apr 2019.

Vancouver:

Tusinski A. The Role of Mangroves in the Design of Coastal Dikes: Hydrodynamic and Cost Related Aspects:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:415a690d-2f6f-4cb2-9aa9-aea49f27056a.

Council of Science Editors:

Tusinski A. The Role of Mangroves in the Design of Coastal Dikes: Hydrodynamic and Cost Related Aspects:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:415a690d-2f6f-4cb2-9aa9-aea49f27056a


Delft University of Technology

5. Te Slaa, S. Physical model tests with movable bed in front of seadikes:.

Degree: Civil Engineering and Geosciences, Hydraulic Engineering, 2008, Delft University of Technology

 Coastal erosion is a serious problem in several coastal areas in Vietnam. One of these areas is the district of Hai Hau, located in Nam… (more)

Subjects/Keywords: movable bed; seadikes; Vietnam; durosta; physical model

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APA (6th Edition):

Te Slaa, S. (2008). Physical model tests with movable bed in front of seadikes:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:79890114-a272-407f-b77f-06e1da9aabc2

Chicago Manual of Style (16th Edition):

Te Slaa, S. “Physical model tests with movable bed in front of seadikes:.” 2008. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:79890114-a272-407f-b77f-06e1da9aabc2.

MLA Handbook (7th Edition):

Te Slaa, S. “Physical model tests with movable bed in front of seadikes:.” 2008. Web. 22 Apr 2019.

Vancouver:

Te Slaa S. Physical model tests with movable bed in front of seadikes:. [Internet] [Masters thesis]. Delft University of Technology; 2008. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:79890114-a272-407f-b77f-06e1da9aabc2.

Council of Science Editors:

Te Slaa S. Physical model tests with movable bed in front of seadikes:. [Masters Thesis]. Delft University of Technology; 2008. Available from: http://resolver.tudelft.nl/uuid:79890114-a272-407f-b77f-06e1da9aabc2

6. Harihar, S. Design of mangrove rehabilitation projects on tropical coasts:.

Degree: 2015, Delft University of Technology

 Mangroves have been proven to be an asset to coastlines because of their myriad advantages relating to coastal protection and stability. Unfortunately, in the past,… (more)

Subjects/Keywords: mangrove; Mumbai; Thane creek; dredged material; confining structure; drains; dikes; bamboo piles

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APA (6th Edition):

Harihar, S. (2015). Design of mangrove rehabilitation projects on tropical coasts:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:dd97ae21-e2de-4f38-89eb-4fb12c4d8fb0

Chicago Manual of Style (16th Edition):

Harihar, S. “Design of mangrove rehabilitation projects on tropical coasts:.” 2015. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:dd97ae21-e2de-4f38-89eb-4fb12c4d8fb0.

MLA Handbook (7th Edition):

Harihar, S. “Design of mangrove rehabilitation projects on tropical coasts:.” 2015. Web. 22 Apr 2019.

Vancouver:

Harihar S. Design of mangrove rehabilitation projects on tropical coasts:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:dd97ae21-e2de-4f38-89eb-4fb12c4d8fb0.

Council of Science Editors:

Harihar S. Design of mangrove rehabilitation projects on tropical coasts:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:dd97ae21-e2de-4f38-89eb-4fb12c4d8fb0


Delft University of Technology

7. Nammuni-Krohn, J. Flow velocity at rubble mound breakwaters:.

Degree: 2009, Delft University of Technology

Measurements of flow velocities due to wave action on top of shallow toe structures in front of a rubble mound breakwater. Laboratory tests in the Fluid Mechanics lab, TU Delft. Advisors/Committee Members: Verhagen, H.J., Uijttewaal, W..

Subjects/Keywords: toe structure; rubble mound; breakwater; waves

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APA (6th Edition):

Nammuni-Krohn, J. (2009). Flow velocity at rubble mound breakwaters:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:fe20c5e2-051e-45fe-aaa5-aac0bb113e18

Chicago Manual of Style (16th Edition):

Nammuni-Krohn, J. “Flow velocity at rubble mound breakwaters:.” 2009. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:fe20c5e2-051e-45fe-aaa5-aac0bb113e18.

MLA Handbook (7th Edition):

Nammuni-Krohn, J. “Flow velocity at rubble mound breakwaters:.” 2009. Web. 22 Apr 2019.

Vancouver:

Nammuni-Krohn J. Flow velocity at rubble mound breakwaters:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:fe20c5e2-051e-45fe-aaa5-aac0bb113e18.

Council of Science Editors:

Nammuni-Krohn J. Flow velocity at rubble mound breakwaters:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:fe20c5e2-051e-45fe-aaa5-aac0bb113e18


Delft University of Technology

8. Vanlishout, V. Oblique wave transmission through rough impermeable rubble mound submerged breakwaters:.

Degree: Civil Engineering and Geosciences, Hydraulic Engineering, 2008, Delft University of Technology

 Low crested structures are primarily designed as a coastal defence mechanism, making the prediction of the energy in the lee of the structure of utmost… (more)

Subjects/Keywords: oblique; wave transmission; submerged; rubble mound; physical 3d model

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APA (6th Edition):

Vanlishout, V. (2008). Oblique wave transmission through rough impermeable rubble mound submerged breakwaters:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5c812c5d-b618-449c-b26f-06c25e008d7b

Chicago Manual of Style (16th Edition):

Vanlishout, V. “Oblique wave transmission through rough impermeable rubble mound submerged breakwaters:.” 2008. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:5c812c5d-b618-449c-b26f-06c25e008d7b.

MLA Handbook (7th Edition):

Vanlishout, V. “Oblique wave transmission through rough impermeable rubble mound submerged breakwaters:.” 2008. Web. 22 Apr 2019.

Vancouver:

Vanlishout V. Oblique wave transmission through rough impermeable rubble mound submerged breakwaters:. [Internet] [Masters thesis]. Delft University of Technology; 2008. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:5c812c5d-b618-449c-b26f-06c25e008d7b.

Council of Science Editors:

Vanlishout V. Oblique wave transmission through rough impermeable rubble mound submerged breakwaters:. [Masters Thesis]. Delft University of Technology; 2008. Available from: http://resolver.tudelft.nl/uuid:5c812c5d-b618-449c-b26f-06c25e008d7b


Delft University of Technology

9. Van Buchem , R.V. Stability of a single top layer of cubes:.

Degree: 2009, Delft University of Technology

 In an attempt to reduce the cost of breakwaters, several elements have been developed. Examples are Accropodes, Tetrapods and concrete cubes. Previous tests were performed… (more)

Subjects/Keywords: breakwater; cubes

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APA (6th Edition):

Van Buchem , R. V. (2009). Stability of a single top layer of cubes:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e32b33dc-7b64-4777-b32e-40f2c79e03a3

Chicago Manual of Style (16th Edition):

Van Buchem , R V. “Stability of a single top layer of cubes:.” 2009. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:e32b33dc-7b64-4777-b32e-40f2c79e03a3.

MLA Handbook (7th Edition):

Van Buchem , R V. “Stability of a single top layer of cubes:.” 2009. Web. 22 Apr 2019.

Vancouver:

Van Buchem RV. Stability of a single top layer of cubes:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:e32b33dc-7b64-4777-b32e-40f2c79e03a3.

Council of Science Editors:

Van Buchem RV. Stability of a single top layer of cubes:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:e32b33dc-7b64-4777-b32e-40f2c79e03a3


Delft University of Technology

10. Heuts, R.A.R. Port Design - Nador:.

Degree: 2010, Delft University of Technology

 Along the northern coast of Morocco order has been given for the construction of a large transshipment port in the Mediterranean Sea, at a designated… (more)

Subjects/Keywords: port; design; masterplan; layout; container terminal; bulk terminal; Nador; Morocco; breakwater; wave penetration; wave study; diffrac; wadi; MCA; evaluation; multi criteria analysis

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APA (6th Edition):

Heuts, R. A. R. (2010). Port Design - Nador:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b34a47c2-ae4c-496d-9350-531023bf3f07

Chicago Manual of Style (16th Edition):

Heuts, R A R. “Port Design - Nador:.” 2010. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:b34a47c2-ae4c-496d-9350-531023bf3f07.

MLA Handbook (7th Edition):

Heuts, R A R. “Port Design - Nador:.” 2010. Web. 22 Apr 2019.

Vancouver:

Heuts RAR. Port Design - Nador:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:b34a47c2-ae4c-496d-9350-531023bf3f07.

Council of Science Editors:

Heuts RAR. Port Design - Nador:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:b34a47c2-ae4c-496d-9350-531023bf3f07


Delft University of Technology

11. Egon, A. Hydrodynamics of Lagoon Fringed by a Coral Reef:.

Degree: 2009, Delft University of Technology

 Coral reefs are highly diverse ecosystems that provide food, income, and coastal protection for hundreds of millions of coastal dwellers. They are found in tropical… (more)

Subjects/Keywords: coral reef; hydrodynamics; residence time; water circulation

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APA (6th Edition):

Egon, A. (2009). Hydrodynamics of Lagoon Fringed by a Coral Reef:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:686a32e7-6eb0-4ea5-81a6-bed0d0daedac

Chicago Manual of Style (16th Edition):

Egon, A. “Hydrodynamics of Lagoon Fringed by a Coral Reef:.” 2009. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:686a32e7-6eb0-4ea5-81a6-bed0d0daedac.

MLA Handbook (7th Edition):

Egon, A. “Hydrodynamics of Lagoon Fringed by a Coral Reef:.” 2009. Web. 22 Apr 2019.

Vancouver:

Egon A. Hydrodynamics of Lagoon Fringed by a Coral Reef:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:686a32e7-6eb0-4ea5-81a6-bed0d0daedac.

Council of Science Editors:

Egon A. Hydrodynamics of Lagoon Fringed by a Coral Reef:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:686a32e7-6eb0-4ea5-81a6-bed0d0daedac


Delft University of Technology

12. Labrujere, A.L. Analysis of the Carbon Footprint of Coastal Protection Systems:.

Degree: 2010, Delft University of Technology

 Carbon Footprinting is a method of determining the environmental impact of a product or service. It focuses only on pollutions to the air by greenhouse… (more)

Subjects/Keywords: carbon footprint; dike; beach nourishment; Scheveningen; energy

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APA (6th Edition):

Labrujere, A. L. (2010). Analysis of the Carbon Footprint of Coastal Protection Systems:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:861a421f-3fc7-423e-ba49-fe15d759b482

Chicago Manual of Style (16th Edition):

Labrujere, A L. “Analysis of the Carbon Footprint of Coastal Protection Systems:.” 2010. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:861a421f-3fc7-423e-ba49-fe15d759b482.

MLA Handbook (7th Edition):

Labrujere, A L. “Analysis of the Carbon Footprint of Coastal Protection Systems:.” 2010. Web. 22 Apr 2019.

Vancouver:

Labrujere AL. Analysis of the Carbon Footprint of Coastal Protection Systems:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:861a421f-3fc7-423e-ba49-fe15d759b482.

Council of Science Editors:

Labrujere AL. Analysis of the Carbon Footprint of Coastal Protection Systems:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:861a421f-3fc7-423e-ba49-fe15d759b482


Delft University of Technology

13. Van Zwicht, B.N.M. Effect of the concrete density on the stability of Xbloc armour units:.

Degree: 2009, Delft University of Technology

 This thesis is about the influence of the specific weight on the stability of single layer interlocking armour units on rubble mound breakwaters. The hydraulic… (more)

Subjects/Keywords: breakwater; Xbloc; interlocking; armour unit; density

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APA (6th Edition):

Van Zwicht, B. N. M. (2009). Effect of the concrete density on the stability of Xbloc armour units:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8866d0ca-1ecf-4ea0-bb91-f0623a14de94

Chicago Manual of Style (16th Edition):

Van Zwicht, B N M. “Effect of the concrete density on the stability of Xbloc armour units:.” 2009. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:8866d0ca-1ecf-4ea0-bb91-f0623a14de94.

MLA Handbook (7th Edition):

Van Zwicht, B N M. “Effect of the concrete density on the stability of Xbloc armour units:.” 2009. Web. 22 Apr 2019.

Vancouver:

Van Zwicht BNM. Effect of the concrete density on the stability of Xbloc armour units:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:8866d0ca-1ecf-4ea0-bb91-f0623a14de94.

Council of Science Editors:

Van Zwicht BNM. Effect of the concrete density on the stability of Xbloc armour units:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:8866d0ca-1ecf-4ea0-bb91-f0623a14de94


Delft University of Technology

14. Lioutas, A. A Systematic Approach of Greek Coastal Zone Management :.

Degree: 2010, Delft University of Technology

 Additional MSc thesis Greece owns the most extensive coastline of all European countries. Greek economy relies on the protection and the development of the coast,… (more)

Subjects/Keywords: Greece; Coastal Zone Management; database development; data analysis

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APA (6th Edition):

Lioutas, A. (2010). A Systematic Approach of Greek Coastal Zone Management :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:7b07fd3c-af6a-46fc-93df-46351ca03c31

Chicago Manual of Style (16th Edition):

Lioutas, A. “A Systematic Approach of Greek Coastal Zone Management :.” 2010. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:7b07fd3c-af6a-46fc-93df-46351ca03c31.

MLA Handbook (7th Edition):

Lioutas, A. “A Systematic Approach of Greek Coastal Zone Management :.” 2010. Web. 22 Apr 2019.

Vancouver:

Lioutas A. A Systematic Approach of Greek Coastal Zone Management :. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:7b07fd3c-af6a-46fc-93df-46351ca03c31.

Council of Science Editors:

Lioutas A. A Systematic Approach of Greek Coastal Zone Management :. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:7b07fd3c-af6a-46fc-93df-46351ca03c31


Delft University of Technology

15. Mous, B.C. Wave impact on grass covered outer slopes:.

Degree: 2010, Delft University of Technology

 Against the background of enhanced hydraulic loads due to climate change there will be a need for improvement of the flood defence system in the… (more)

Subjects/Keywords: erosion; outer slope; grass cover; breaking wave impact; impact pressure; dike

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APA (6th Edition):

Mous, B. C. (2010). Wave impact on grass covered outer slopes:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:38ac9ff1-edd1-4bd9-99d9-0e5d0f54f83e

Chicago Manual of Style (16th Edition):

Mous, B C. “Wave impact on grass covered outer slopes:.” 2010. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:38ac9ff1-edd1-4bd9-99d9-0e5d0f54f83e.

MLA Handbook (7th Edition):

Mous, B C. “Wave impact on grass covered outer slopes:.” 2010. Web. 22 Apr 2019.

Vancouver:

Mous BC. Wave impact on grass covered outer slopes:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:38ac9ff1-edd1-4bd9-99d9-0e5d0f54f83e.

Council of Science Editors:

Mous BC. Wave impact on grass covered outer slopes:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:38ac9ff1-edd1-4bd9-99d9-0e5d0f54f83e


Delft University of Technology

16. Kersten, M.K. Master plan Porto Romano Bay, Albania:.

Degree: 2010, Delft University of Technology

 Albania has the following major sea ports: Durrës, Vlora, Sarandë and Shëngjin. The port of Durrës has the biggest share in the volume of import/export… (more)

Subjects/Keywords: port master plan; trade and traffic forecast; breakwater

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APA (6th Edition):

Kersten, M. K. (2010). Master plan Porto Romano Bay, Albania:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:62a2387f-6652-49f6-9c7a-1ccc714056c3

Chicago Manual of Style (16th Edition):

Kersten, M K. “Master plan Porto Romano Bay, Albania:.” 2010. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:62a2387f-6652-49f6-9c7a-1ccc714056c3.

MLA Handbook (7th Edition):

Kersten, M K. “Master plan Porto Romano Bay, Albania:.” 2010. Web. 22 Apr 2019.

Vancouver:

Kersten MK. Master plan Porto Romano Bay, Albania:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:62a2387f-6652-49f6-9c7a-1ccc714056c3.

Council of Science Editors:

Kersten MK. Master plan Porto Romano Bay, Albania:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:62a2387f-6652-49f6-9c7a-1ccc714056c3


Delft University of Technology

17. Van Loon, P.S.P. A cost optimal design of a sea dike: Using probabilistic methods and flexibility in the distribution of the total failure probability over the various failure mechanisms :.

Degree: 2014, Delft University of Technology

 During this research a method is developed for finding the cost optimal design of a sea dike when a probabilistic method is being applied and… (more)

Subjects/Keywords: probabilistic; failure mechanism; sea dike

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APA (6th Edition):

Van Loon, P. S. P. (2014). A cost optimal design of a sea dike: Using probabilistic methods and flexibility in the distribution of the total failure probability over the various failure mechanisms :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e8d86c94-e2fd-4a4e-bf48-eb4e07060c0a

Chicago Manual of Style (16th Edition):

Van Loon, P S P. “A cost optimal design of a sea dike: Using probabilistic methods and flexibility in the distribution of the total failure probability over the various failure mechanisms :.” 2014. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:e8d86c94-e2fd-4a4e-bf48-eb4e07060c0a.

MLA Handbook (7th Edition):

Van Loon, P S P. “A cost optimal design of a sea dike: Using probabilistic methods and flexibility in the distribution of the total failure probability over the various failure mechanisms :.” 2014. Web. 22 Apr 2019.

Vancouver:

Van Loon PSP. A cost optimal design of a sea dike: Using probabilistic methods and flexibility in the distribution of the total failure probability over the various failure mechanisms :. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:e8d86c94-e2fd-4a4e-bf48-eb4e07060c0a.

Council of Science Editors:

Van Loon PSP. A cost optimal design of a sea dike: Using probabilistic methods and flexibility in the distribution of the total failure probability over the various failure mechanisms :. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:e8d86c94-e2fd-4a4e-bf48-eb4e07060c0a


Delft University of Technology

18. Davidse, M.P. Experiment analysis: the relation between wave loading and resulting strain in an asphaltic concrete:.

Degree: Civil Engineering and Geosciences, Hydraulic Engineering, 2009, Delft University of Technology

 In the year 1991 the Technical Advisory Commission (TAW-A4) ordered a full scale investigation on wave impacts on an asphaltic concrete revetment. The goal of… (more)

Subjects/Keywords: wave impact; asphaltic revetment; shock pressure; golfklap

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APA (6th Edition):

Davidse, M. P. (2009). Experiment analysis: the relation between wave loading and resulting strain in an asphaltic concrete:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:7f42f086-798b-410d-86bb-e709f784950d

Chicago Manual of Style (16th Edition):

Davidse, M P. “Experiment analysis: the relation between wave loading and resulting strain in an asphaltic concrete:.” 2009. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:7f42f086-798b-410d-86bb-e709f784950d.

MLA Handbook (7th Edition):

Davidse, M P. “Experiment analysis: the relation between wave loading and resulting strain in an asphaltic concrete:.” 2009. Web. 22 Apr 2019.

Vancouver:

Davidse MP. Experiment analysis: the relation between wave loading and resulting strain in an asphaltic concrete:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:7f42f086-798b-410d-86bb-e709f784950d.

Council of Science Editors:

Davidse MP. Experiment analysis: the relation between wave loading and resulting strain in an asphaltic concrete:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:7f42f086-798b-410d-86bb-e709f784950d


Delft University of Technology

19. Davidse, M.P. Wave impact on asphaltic concrete revetments: Literature review:.

Degree: Civil Engineering and Geosciences, Hydraulic Engineering, 2009, Delft University of Technology

 In the year 1991 the Technical Advisory Commission (TAW-A4) ordered a full scale investigation on wave impacts on an asphaltic concrete revetment. The goal of… (more)

Subjects/Keywords: wave impact; asphaltic revetment; shock pressure; golfklap

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APA (6th Edition):

Davidse, M. P. (2009). Wave impact on asphaltic concrete revetments: Literature review:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:377bf79f-a4f3-4382-9482-bcdd91345e54

Chicago Manual of Style (16th Edition):

Davidse, M P. “Wave impact on asphaltic concrete revetments: Literature review:.” 2009. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:377bf79f-a4f3-4382-9482-bcdd91345e54.

MLA Handbook (7th Edition):

Davidse, M P. “Wave impact on asphaltic concrete revetments: Literature review:.” 2009. Web. 22 Apr 2019.

Vancouver:

Davidse MP. Wave impact on asphaltic concrete revetments: Literature review:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:377bf79f-a4f3-4382-9482-bcdd91345e54.

Council of Science Editors:

Davidse MP. Wave impact on asphaltic concrete revetments: Literature review:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:377bf79f-a4f3-4382-9482-bcdd91345e54


Delft University of Technology

20. Nooij, R. New Orleans Storm Surge Barrier: wave pressures on the superstructure:.

Degree: Civil Engineering and Geosciences, Hydraulic Engineering, 2009, Delft University of Technology

 In a consortium Iv-Infra has made a proposal for a storm surge barrier to protect the city of New Orleans against hurricanes like Katrina. The… (more)

Subjects/Keywords: stormsurgebarrier; wave; pressure; reflection

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APA (6th Edition):

Nooij, R. (2009). New Orleans Storm Surge Barrier: wave pressures on the superstructure:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d725bd90-6994-4304-bd6c-7d8072a0e8e2

Chicago Manual of Style (16th Edition):

Nooij, R. “New Orleans Storm Surge Barrier: wave pressures on the superstructure:.” 2009. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:d725bd90-6994-4304-bd6c-7d8072a0e8e2.

MLA Handbook (7th Edition):

Nooij, R. “New Orleans Storm Surge Barrier: wave pressures on the superstructure:.” 2009. Web. 22 Apr 2019.

Vancouver:

Nooij R. New Orleans Storm Surge Barrier: wave pressures on the superstructure:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:d725bd90-6994-4304-bd6c-7d8072a0e8e2.

Council of Science Editors:

Nooij R. New Orleans Storm Surge Barrier: wave pressures on the superstructure:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:d725bd90-6994-4304-bd6c-7d8072a0e8e2


Delft University of Technology

21. Sikkema, T. New Orleans storm surge barrier: an understanding of the hydraulic processes in front of and inside the superstructure:.

Degree: 2009, Delft University of Technology

 After New Orleans was struck by hurricane Katrina on the 29th of August a consortium including Iv-Infra was in a tender, which involved the design… (more)

Subjects/Keywords: New Orleans; hydraulic processes; configuration

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APA (6th Edition):

Sikkema, T. (2009). New Orleans storm surge barrier: an understanding of the hydraulic processes in front of and inside the superstructure:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a634eaf0-1b93-4975-b1f2-625a7b727873

Chicago Manual of Style (16th Edition):

Sikkema, T. “New Orleans storm surge barrier: an understanding of the hydraulic processes in front of and inside the superstructure:.” 2009. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:a634eaf0-1b93-4975-b1f2-625a7b727873.

MLA Handbook (7th Edition):

Sikkema, T. “New Orleans storm surge barrier: an understanding of the hydraulic processes in front of and inside the superstructure:.” 2009. Web. 22 Apr 2019.

Vancouver:

Sikkema T. New Orleans storm surge barrier: an understanding of the hydraulic processes in front of and inside the superstructure:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:a634eaf0-1b93-4975-b1f2-625a7b727873.

Council of Science Editors:

Sikkema T. New Orleans storm surge barrier: an understanding of the hydraulic processes in front of and inside the superstructure:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:a634eaf0-1b93-4975-b1f2-625a7b727873


Delft University of Technology

22. Mulders, P.H.M. Breakwaters under construction exposed to oblique waves:.

Degree: 2010, Delft University of Technology

 During the construction of breakwaters contractors often encounter undesired reshaping of exposed core material. This reshaping is comparable to the deformation process of berm breakwaters… (more)

Subjects/Keywords: grading; breakwater; core; reshaping; two-dimensional deformation; longshore transport; stone displacement; physical model test; wave obliquity

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APA (6th Edition):

Mulders, P. H. M. (2010). Breakwaters under construction exposed to oblique waves:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:cc04f91a-4f2d-4c6c-9c8e-a803a258f500

Chicago Manual of Style (16th Edition):

Mulders, P H M. “Breakwaters under construction exposed to oblique waves:.” 2010. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:cc04f91a-4f2d-4c6c-9c8e-a803a258f500.

MLA Handbook (7th Edition):

Mulders, P H M. “Breakwaters under construction exposed to oblique waves:.” 2010. Web. 22 Apr 2019.

Vancouver:

Mulders PHM. Breakwaters under construction exposed to oblique waves:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:cc04f91a-4f2d-4c6c-9c8e-a803a258f500.

Council of Science Editors:

Mulders PHM. Breakwaters under construction exposed to oblique waves:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:cc04f91a-4f2d-4c6c-9c8e-a803a258f500


Delft University of Technology

23. Verpoorten, S.P.K. Numerical evaluation of stability methods for rubble mound breakwater toes:.

Degree: 2015, Delft University of Technology

 Seaports are often protected against waves and currents by rubble mound breakwaters. At the interface between outer breakwater slope and seabed a toe structure is… (more)

Subjects/Keywords: breakwater; toe stability; IH-2VOF; numerical evaluation; decoupled model approach

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APA (6th Edition):

Verpoorten, S. P. K. (2015). Numerical evaluation of stability methods for rubble mound breakwater toes:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3de220e6-34cb-4f0b-b432-791b82f96902

Chicago Manual of Style (16th Edition):

Verpoorten, S P K. “Numerical evaluation of stability methods for rubble mound breakwater toes:.” 2015. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:3de220e6-34cb-4f0b-b432-791b82f96902.

MLA Handbook (7th Edition):

Verpoorten, S P K. “Numerical evaluation of stability methods for rubble mound breakwater toes:.” 2015. Web. 22 Apr 2019.

Vancouver:

Verpoorten SPK. Numerical evaluation of stability methods for rubble mound breakwater toes:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:3de220e6-34cb-4f0b-b432-791b82f96902.

Council of Science Editors:

Verpoorten SPK. Numerical evaluation of stability methods for rubble mound breakwater toes:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:3de220e6-34cb-4f0b-b432-791b82f96902


Delft University of Technology

24. Witteman, D. The shape factor of quarry rock: Reassessment of the value and study into parameters of influence:.

Degree: 2015, Delft University of Technology

 Quarry rock is a frequently applied construction material in hydraulic engineering. The main reason is its unique stability capacities in environments of high hydrodynamic activity.… (more)

Subjects/Keywords: shape factor; quarry rock; elongation; blockiness

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APA (6th Edition):

Witteman, D. (2015). The shape factor of quarry rock: Reassessment of the value and study into parameters of influence:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:468dd43d-55df-4b06-b621-359a456f358c

Chicago Manual of Style (16th Edition):

Witteman, D. “The shape factor of quarry rock: Reassessment of the value and study into parameters of influence:.” 2015. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:468dd43d-55df-4b06-b621-359a456f358c.

MLA Handbook (7th Edition):

Witteman, D. “The shape factor of quarry rock: Reassessment of the value and study into parameters of influence:.” 2015. Web. 22 Apr 2019.

Vancouver:

Witteman D. The shape factor of quarry rock: Reassessment of the value and study into parameters of influence:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:468dd43d-55df-4b06-b621-359a456f358c.

Council of Science Editors:

Witteman D. The shape factor of quarry rock: Reassessment of the value and study into parameters of influence:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:468dd43d-55df-4b06-b621-359a456f358c

25. Van der Neut, E.M. Analysis of the notional permeability of rubble mound breakwaters by means of a VOF model:.

Degree: 2015, Delft University of Technology

 When designing a rubble mound breakwater, one would like to predict the stability of the armour layer of the breakwater. For this purpose several armour… (more)

Subjects/Keywords: Volume-of-Fluid (VOF); breakwaters; notional permeability; porous media

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APA (6th Edition):

Van der Neut, E. M. (2015). Analysis of the notional permeability of rubble mound breakwaters by means of a VOF model:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:44ece14d-e307-424a-8f55-08d756c743b3

Chicago Manual of Style (16th Edition):

Van der Neut, E M. “Analysis of the notional permeability of rubble mound breakwaters by means of a VOF model:.” 2015. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:44ece14d-e307-424a-8f55-08d756c743b3.

MLA Handbook (7th Edition):

Van der Neut, E M. “Analysis of the notional permeability of rubble mound breakwaters by means of a VOF model:.” 2015. Web. 22 Apr 2019.

Vancouver:

Van der Neut EM. Analysis of the notional permeability of rubble mound breakwaters by means of a VOF model:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:44ece14d-e307-424a-8f55-08d756c743b3.

Council of Science Editors:

Van der Neut EM. Analysis of the notional permeability of rubble mound breakwaters by means of a VOF model:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:44ece14d-e307-424a-8f55-08d756c743b3

26. Evers, G.A. Uncertainties in future dike design:.

Degree: 2015, Delft University of Technology

 A dike is designed for an extreme event which greatly exceed the situation under daily circumstances. The expected loading during such an event is, however,… (more)

Subjects/Keywords: safety standard; normering; uncertainties; faalkansruimte; extreme value theory; wind

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APA (6th Edition):

Evers, G. A. (2015). Uncertainties in future dike design:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0de236a5-1a32-439a-9245-23a7b0d8ae26

Chicago Manual of Style (16th Edition):

Evers, G A. “Uncertainties in future dike design:.” 2015. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:0de236a5-1a32-439a-9245-23a7b0d8ae26.

MLA Handbook (7th Edition):

Evers, G A. “Uncertainties in future dike design:.” 2015. Web. 22 Apr 2019.

Vancouver:

Evers GA. Uncertainties in future dike design:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:0de236a5-1a32-439a-9245-23a7b0d8ae26.

Council of Science Editors:

Evers GA. Uncertainties in future dike design:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:0de236a5-1a32-439a-9245-23a7b0d8ae26

27. Pasaoglu, M. Assessment of the Applicability of the PIANC Guidelines on Protecting Berthing Structures from Scour Caused by Ships:.

Degree: 2015, Delft University of Technology

 As the shipping industry is growing, more and more propulsion systems are being developed with better propulsion capabilities. These current and newly developing systems in… (more)

Subjects/Keywords: PIANC; Thrusters; Propellers; Berthing Structures; Deterministic Design

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APA (6th Edition):

Pasaoglu, M. (2015). Assessment of the Applicability of the PIANC Guidelines on Protecting Berthing Structures from Scour Caused by Ships:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bee4e059-7cd8-4ef0-99f8-616104e44792

Chicago Manual of Style (16th Edition):

Pasaoglu, M. “Assessment of the Applicability of the PIANC Guidelines on Protecting Berthing Structures from Scour Caused by Ships:.” 2015. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:bee4e059-7cd8-4ef0-99f8-616104e44792.

MLA Handbook (7th Edition):

Pasaoglu, M. “Assessment of the Applicability of the PIANC Guidelines on Protecting Berthing Structures from Scour Caused by Ships:.” 2015. Web. 22 Apr 2019.

Vancouver:

Pasaoglu M. Assessment of the Applicability of the PIANC Guidelines on Protecting Berthing Structures from Scour Caused by Ships:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:bee4e059-7cd8-4ef0-99f8-616104e44792.

Council of Science Editors:

Pasaoglu M. Assessment of the Applicability of the PIANC Guidelines on Protecting Berthing Structures from Scour Caused by Ships:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:bee4e059-7cd8-4ef0-99f8-616104e44792


Delft University of Technology

28. Broere, A. Physical model tests on stability and interlocking of new breakwater armour block Crablock:.

Degree: 2015, Delft University of Technology

 The protection of breakwater structures is in this research considered. The design of rubble mound concrete armour layers for breakwaters can be divided in a… (more)

Subjects/Keywords: Crablock; breakwater; single layer armour; stability number; interlocking degree; physical scale model; unit movement

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APA (6th Edition):

Broere, A. (2015). Physical model tests on stability and interlocking of new breakwater armour block Crablock:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:18f7dfea-1d1c-445a-a91f-fed8cacc38dd

Chicago Manual of Style (16th Edition):

Broere, A. “Physical model tests on stability and interlocking of new breakwater armour block Crablock:.” 2015. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:18f7dfea-1d1c-445a-a91f-fed8cacc38dd.

MLA Handbook (7th Edition):

Broere, A. “Physical model tests on stability and interlocking of new breakwater armour block Crablock:.” 2015. Web. 22 Apr 2019.

Vancouver:

Broere A. Physical model tests on stability and interlocking of new breakwater armour block Crablock:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:18f7dfea-1d1c-445a-a91f-fed8cacc38dd.

Council of Science Editors:

Broere A. Physical model tests on stability and interlocking of new breakwater armour block Crablock:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:18f7dfea-1d1c-445a-a91f-fed8cacc38dd


Delft University of Technology

29. Drieman, R. Feasibility study on the use of a floating breakwater to protect a new artificial beach in Balchik, Bulgaria:.

Degree: 2011, Delft University of Technology

 The coast of Bulgaria is subject to erosion. Because of this fact, around the town of Balchik, which is situated on the Black Sea coast,… (more)

Subjects/Keywords: floating breakwater; coastal erosion; beach protection; coastal protection; Balchik; Bulgaria; Black Sea

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Drieman, R. (2011). Feasibility study on the use of a floating breakwater to protect a new artificial beach in Balchik, Bulgaria:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:90105712-9aed-48f5-a5ac-33f60bde9211

Chicago Manual of Style (16th Edition):

Drieman, R. “Feasibility study on the use of a floating breakwater to protect a new artificial beach in Balchik, Bulgaria:.” 2011. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:90105712-9aed-48f5-a5ac-33f60bde9211.

MLA Handbook (7th Edition):

Drieman, R. “Feasibility study on the use of a floating breakwater to protect a new artificial beach in Balchik, Bulgaria:.” 2011. Web. 22 Apr 2019.

Vancouver:

Drieman R. Feasibility study on the use of a floating breakwater to protect a new artificial beach in Balchik, Bulgaria:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:90105712-9aed-48f5-a5ac-33f60bde9211.

Council of Science Editors:

Drieman R. Feasibility study on the use of a floating breakwater to protect a new artificial beach in Balchik, Bulgaria:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:90105712-9aed-48f5-a5ac-33f60bde9211


Delft University of Technology

30. Mingou, P. Wave kinematics inside homogeneous submerged rubble-mound breakwater:.

Degree: 2011, Delft University of Technology

 Breakwaters are important for the preservation and development of coastal areas. Submerged breakwaters have significant advantages compared to emerged, such as economical construction and preservation,… (more)

Subjects/Keywords: rubble mound; breakwater; pore velocity; pressure gradient

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Mingou, P. (2011). Wave kinematics inside homogeneous submerged rubble-mound breakwater:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bb6fc1ba-3abf-4bbe-8605-bd4fb4ed1884

Chicago Manual of Style (16th Edition):

Mingou, P. “Wave kinematics inside homogeneous submerged rubble-mound breakwater:.” 2011. Masters Thesis, Delft University of Technology. Accessed April 22, 2019. http://resolver.tudelft.nl/uuid:bb6fc1ba-3abf-4bbe-8605-bd4fb4ed1884.

MLA Handbook (7th Edition):

Mingou, P. “Wave kinematics inside homogeneous submerged rubble-mound breakwater:.” 2011. Web. 22 Apr 2019.

Vancouver:

Mingou P. Wave kinematics inside homogeneous submerged rubble-mound breakwater:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:bb6fc1ba-3abf-4bbe-8605-bd4fb4ed1884.

Council of Science Editors:

Mingou P. Wave kinematics inside homogeneous submerged rubble-mound breakwater:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:bb6fc1ba-3abf-4bbe-8605-bd4fb4ed1884

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