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You searched for subject:(Overtopping). Showing records 1 – 30 of 88 total matches.

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Delft University of Technology

1. Hellinga, L.B. (author). Stability of Single Layer Cubes on Breakwater Rear Slopes.

Degree: 2016, Delft University of Technology

 Breakwaters with single layer concrete armour are very commonly applied nowadays. Much research is available on the stability of single layer armour units on the… (more)

Subjects/Keywords: breakwater; rear slope; stability; overtopping

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APA (6th Edition):

Hellinga, L. B. (. (2016). Stability of Single Layer Cubes on Breakwater Rear Slopes. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1a0c5a19-4cbb-49c8-96bc-236d0a40d278

Chicago Manual of Style (16th Edition):

Hellinga, L B (author). “Stability of Single Layer Cubes on Breakwater Rear Slopes.” 2016. Masters Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:1a0c5a19-4cbb-49c8-96bc-236d0a40d278.

MLA Handbook (7th Edition):

Hellinga, L B (author). “Stability of Single Layer Cubes on Breakwater Rear Slopes.” 2016. Web. 15 Aug 2020.

Vancouver:

Hellinga LB(. Stability of Single Layer Cubes on Breakwater Rear Slopes. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:1a0c5a19-4cbb-49c8-96bc-236d0a40d278.

Council of Science Editors:

Hellinga LB(. Stability of Single Layer Cubes on Breakwater Rear Slopes. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:1a0c5a19-4cbb-49c8-96bc-236d0a40d278


Delft University of Technology

2. Liu, S. (author); Huang, J. (author); Rayo, S. (author). Afsluitdijk project "The Monument" location.

Degree: 2012, Delft University of Technology

The Afsluitdijk (Enclosure Dam) is a main dam that forms the fundamental part of the larger Zuiderzee Works that separates the Zuiderzee, a salt water… (more)

Subjects/Keywords: afsluitdijk; overtopping; sea defence

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APA (6th Edition):

Liu, S. (author); Huang, J. (author); Rayo, S. (. (2012). Afsluitdijk project "The Monument" location. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:cf4129b2-c598-49e3-9994-78d089a60432

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Liu, S. (author); Huang, J. (author); Rayo, S (author). “Afsluitdijk project "The Monument" location.” 2012. Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:cf4129b2-c598-49e3-9994-78d089a60432.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Liu, S. (author); Huang, J. (author); Rayo, S (author). “Afsluitdijk project "The Monument" location.” 2012. Web. 15 Aug 2020.

Vancouver:

Liu, S. (author); Huang, J. (author); Rayo S(. Afsluitdijk project "The Monument" location. [Internet] [Thesis]. Delft University of Technology; 2012. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:cf4129b2-c598-49e3-9994-78d089a60432.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Liu, S. (author); Huang, J. (author); Rayo S(. Afsluitdijk project "The Monument" location. [Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:cf4129b2-c598-49e3-9994-78d089a60432

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Delft University of Technology

3. Jiménez Moreno, Alba (author). Experimental study on the wave overtopping performance of Xbloc+ armour unit.

Degree: 2017, Delft University of Technology

 Nowadays, the use of concrete armour units on rubble mound breakwaters designs has become a common practice. Concrete armour units can be placed in a… (more)

Subjects/Keywords: Xbloc+; Overtopping; Physical modelling; Breakwater

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APA (6th Edition):

Jiménez Moreno, A. (. (2017). Experimental study on the wave overtopping performance of Xbloc+ armour unit. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b4bbc14f-12db-4858-b9d8-2c1b12dd76c7

Chicago Manual of Style (16th Edition):

Jiménez Moreno, Alba (author). “Experimental study on the wave overtopping performance of Xbloc+ armour unit.” 2017. Masters Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:b4bbc14f-12db-4858-b9d8-2c1b12dd76c7.

MLA Handbook (7th Edition):

Jiménez Moreno, Alba (author). “Experimental study on the wave overtopping performance of Xbloc+ armour unit.” 2017. Web. 15 Aug 2020.

Vancouver:

Jiménez Moreno A(. Experimental study on the wave overtopping performance of Xbloc+ armour unit. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:b4bbc14f-12db-4858-b9d8-2c1b12dd76c7.

Council of Science Editors:

Jiménez Moreno A(. Experimental study on the wave overtopping performance of Xbloc+ armour unit. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:b4bbc14f-12db-4858-b9d8-2c1b12dd76c7


Delft University of Technology

4. Patil, Akshay (author). Numerical investigation of the effect of nappe non-aeration on caisson sliding force during Tsunami breakwater over-topping using OpenFOAM.

Degree: 2018, Delft University of Technology

During the 2011 Great East Japan Tsunami, the world’s deepest breakwaters in Kamaishi and Ofunato, which had been designed to reduce tsunami damage, partially failed… (more)

Subjects/Keywords: Breakwater Overtopping; OpenFOAM; CFD modelling

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APA (6th Edition):

Patil, A. (. (2018). Numerical investigation of the effect of nappe non-aeration on caisson sliding force during Tsunami breakwater over-topping using OpenFOAM. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:65aff400-8610-4867-92fa-ca33a9e54a01

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Patil, Akshay (author). “Numerical investigation of the effect of nappe non-aeration on caisson sliding force during Tsunami breakwater over-topping using OpenFOAM.” 2018. Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:65aff400-8610-4867-92fa-ca33a9e54a01.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Patil, Akshay (author). “Numerical investigation of the effect of nappe non-aeration on caisson sliding force during Tsunami breakwater over-topping using OpenFOAM.” 2018. Web. 15 Aug 2020.

Vancouver:

Patil A(. Numerical investigation of the effect of nappe non-aeration on caisson sliding force during Tsunami breakwater over-topping using OpenFOAM. [Internet] [Thesis]. Delft University of Technology; 2018. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:65aff400-8610-4867-92fa-ca33a9e54a01.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Patil A(. Numerical investigation of the effect of nappe non-aeration on caisson sliding force during Tsunami breakwater over-topping using OpenFOAM. [Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:65aff400-8610-4867-92fa-ca33a9e54a01

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Delft University of Technology

5. Drouen, Niels (author). Stability of Single-Layer Cubes on Lee-Side of Breakwaters: Quantative Research on the Stability of a Single Cubic Armour Layer on the Lee-Side of Breakwaters using a Wave Overtopping Simulator.

Degree: 2018, Delft University of Technology

 Breakwaters are hydraulic structures used to create calm and steady environments for moored ships in harbors. They dampen the wave by dissipating the energy through… (more)

Subjects/Keywords: Breakwater; Overtopping; Waves; Single layer

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APA (6th Edition):

Drouen, N. (. (2018). Stability of Single-Layer Cubes on Lee-Side of Breakwaters: Quantative Research on the Stability of a Single Cubic Armour Layer on the Lee-Side of Breakwaters using a Wave Overtopping Simulator. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:9cf682e5-0821-47a7-a616-f45a102e1c46

Chicago Manual of Style (16th Edition):

Drouen, Niels (author). “Stability of Single-Layer Cubes on Lee-Side of Breakwaters: Quantative Research on the Stability of a Single Cubic Armour Layer on the Lee-Side of Breakwaters using a Wave Overtopping Simulator.” 2018. Masters Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:9cf682e5-0821-47a7-a616-f45a102e1c46.

MLA Handbook (7th Edition):

Drouen, Niels (author). “Stability of Single-Layer Cubes on Lee-Side of Breakwaters: Quantative Research on the Stability of a Single Cubic Armour Layer on the Lee-Side of Breakwaters using a Wave Overtopping Simulator.” 2018. Web. 15 Aug 2020.

Vancouver:

Drouen N(. Stability of Single-Layer Cubes on Lee-Side of Breakwaters: Quantative Research on the Stability of a Single Cubic Armour Layer on the Lee-Side of Breakwaters using a Wave Overtopping Simulator. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:9cf682e5-0821-47a7-a616-f45a102e1c46.

Council of Science Editors:

Drouen N(. Stability of Single-Layer Cubes on Lee-Side of Breakwaters: Quantative Research on the Stability of a Single Cubic Armour Layer on the Lee-Side of Breakwaters using a Wave Overtopping Simulator. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:9cf682e5-0821-47a7-a616-f45a102e1c46


Texas A&M University

6. Chien, Chia-Hung. Application of the Smart Material on the Overtopping Type Wave Energy Converter.

Degree: MS, Ocean Engineering, 2017, Texas A&M University

 This thesis presents a method of applying “Shape Memory Alloy” (SMA) on an overtopping wave energy converter (OWEC). A control system which can fit all… (more)

Subjects/Keywords: Smart material; Overtopping wave energy converter

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APA (6th Edition):

Chien, C. (2017). Application of the Smart Material on the Overtopping Type Wave Energy Converter. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/169622

Chicago Manual of Style (16th Edition):

Chien, Chia-Hung. “Application of the Smart Material on the Overtopping Type Wave Energy Converter.” 2017. Masters Thesis, Texas A&M University. Accessed August 15, 2020. http://hdl.handle.net/1969.1/169622.

MLA Handbook (7th Edition):

Chien, Chia-Hung. “Application of the Smart Material on the Overtopping Type Wave Energy Converter.” 2017. Web. 15 Aug 2020.

Vancouver:

Chien C. Application of the Smart Material on the Overtopping Type Wave Energy Converter. [Internet] [Masters thesis]. Texas A&M University; 2017. [cited 2020 Aug 15]. Available from: http://hdl.handle.net/1969.1/169622.

Council of Science Editors:

Chien C. Application of the Smart Material on the Overtopping Type Wave Energy Converter. [Masters Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/169622


Texas A&M University

7. Ryu, Yong Uk. Extreme wave impinging and overtopping.

Degree: PhD, Civil Engineering, 2009, Texas A&M University

 This investigates the velocity fields of a plunging breaking wave impinging on a structure through measurements in a two-dimensional wave tank. As the wave breaks… (more)

Subjects/Keywords: breaking wave; overtopping

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APA (6th Edition):

Ryu, Y. U. (2009). Extreme wave impinging and overtopping. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1768

Chicago Manual of Style (16th Edition):

Ryu, Yong Uk. “Extreme wave impinging and overtopping.” 2009. Doctoral Dissertation, Texas A&M University. Accessed August 15, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-1768.

MLA Handbook (7th Edition):

Ryu, Yong Uk. “Extreme wave impinging and overtopping.” 2009. Web. 15 Aug 2020.

Vancouver:

Ryu YU. Extreme wave impinging and overtopping. [Internet] [Doctoral dissertation]. Texas A&M University; 2009. [cited 2020 Aug 15]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1768.

Council of Science Editors:

Ryu YU. Extreme wave impinging and overtopping. [Doctoral Dissertation]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1768


NSYSU

8. Li, Min-chi. Numerical Simulation of Wave Overtopping Rate at Sloping seawalls with Different Configurations of Wave Dissipators.

Degree: Master, Marine Environment and Engineering, 2013, NSYSU

 Laboratory experiments and neural network method have been widely applied to the research on wave run-up and overtopping. The former is often costly and time… (more)

Subjects/Keywords: sloping seawall; Flow 3D; dissipator; wave overtopping

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APA (6th Edition):

Li, M. (2013). Numerical Simulation of Wave Overtopping Rate at Sloping seawalls with Different Configurations of Wave Dissipators. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0701113-144919

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Li, Min-chi. “Numerical Simulation of Wave Overtopping Rate at Sloping seawalls with Different Configurations of Wave Dissipators.” 2013. Thesis, NSYSU. Accessed August 15, 2020. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0701113-144919.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Li, Min-chi. “Numerical Simulation of Wave Overtopping Rate at Sloping seawalls with Different Configurations of Wave Dissipators.” 2013. Web. 15 Aug 2020.

Vancouver:

Li M. Numerical Simulation of Wave Overtopping Rate at Sloping seawalls with Different Configurations of Wave Dissipators. [Internet] [Thesis]. NSYSU; 2013. [cited 2020 Aug 15]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0701113-144919.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Li M. Numerical Simulation of Wave Overtopping Rate at Sloping seawalls with Different Configurations of Wave Dissipators. [Thesis]. NSYSU; 2013. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0701113-144919

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


KTH

9. Alegre, Alexandra De Marichalar. Overtopping Converter Prototype for Electrical Generation from Wave Energy : Laboratory Test.

Degree: Energy Technology, 2011, KTH

  It is not a coincidence that over half the world‟s population live in coastal areas using the sea as a mean to develop its… (more)

Subjects/Keywords: Wave WEC Overtopping Wave maker Wave Converter

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APA (6th Edition):

Alegre, A. D. M. (2011). Overtopping Converter Prototype for Electrical Generation from Wave Energy : Laboratory Test. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-38883

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Alegre, Alexandra De Marichalar. “Overtopping Converter Prototype for Electrical Generation from Wave Energy : Laboratory Test.” 2011. Thesis, KTH. Accessed August 15, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-38883.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Alegre, Alexandra De Marichalar. “Overtopping Converter Prototype for Electrical Generation from Wave Energy : Laboratory Test.” 2011. Web. 15 Aug 2020.

Vancouver:

Alegre ADM. Overtopping Converter Prototype for Electrical Generation from Wave Energy : Laboratory Test. [Internet] [Thesis]. KTH; 2011. [cited 2020 Aug 15]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-38883.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Alegre ADM. Overtopping Converter Prototype for Electrical Generation from Wave Energy : Laboratory Test. [Thesis]. KTH; 2011. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-38883

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Delft University of Technology

10. Zhang, Yuxi (author). Overtopping hazard reduction at Churchill Barriers, Scotland.

Degree: 2019, Delft University of Technology

Churchill Barriers, a series of four causeways in Orkney Islands, Scotland were constructed during Second World War and now serve and a critical link for… (more)

Subjects/Keywords: overtopping; wave wall; flood risk; Hydraulic structures

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APA (6th Edition):

Zhang, Y. (. (2019). Overtopping hazard reduction at Churchill Barriers, Scotland. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c85968f2-b2eb-4158-bdd1-2357caae4ddf

Chicago Manual of Style (16th Edition):

Zhang, Yuxi (author). “Overtopping hazard reduction at Churchill Barriers, Scotland.” 2019. Masters Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:c85968f2-b2eb-4158-bdd1-2357caae4ddf.

MLA Handbook (7th Edition):

Zhang, Yuxi (author). “Overtopping hazard reduction at Churchill Barriers, Scotland.” 2019. Web. 15 Aug 2020.

Vancouver:

Zhang Y(. Overtopping hazard reduction at Churchill Barriers, Scotland. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:c85968f2-b2eb-4158-bdd1-2357caae4ddf.

Council of Science Editors:

Zhang Y(. Overtopping hazard reduction at Churchill Barriers, Scotland. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:c85968f2-b2eb-4158-bdd1-2357caae4ddf


Delft University of Technology

11. Patil, Akshay (author). Numerical investigation of nearshore wave transformation and surf zone hydrodynamics.

Degree: 2019, Delft University of Technology

 Rapid climate change and the corresponding estimated sea level rise can affect the performance of the coastal defense structures such as breakwaters, seawalls, and dikes.… (more)

Subjects/Keywords: OpenFOAM; isoAdvection; Wave Breaking; Overtopping; CFD; Turbulence

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APA (6th Edition):

Patil, A. (. (2019). Numerical investigation of nearshore wave transformation and surf zone hydrodynamics. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1b6037cf-6cb9-4ebf-b9c2-25e7fa6cf575

Chicago Manual of Style (16th Edition):

Patil, Akshay (author). “Numerical investigation of nearshore wave transformation and surf zone hydrodynamics.” 2019. Masters Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:1b6037cf-6cb9-4ebf-b9c2-25e7fa6cf575.

MLA Handbook (7th Edition):

Patil, Akshay (author). “Numerical investigation of nearshore wave transformation and surf zone hydrodynamics.” 2019. Web. 15 Aug 2020.

Vancouver:

Patil A(. Numerical investigation of nearshore wave transformation and surf zone hydrodynamics. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:1b6037cf-6cb9-4ebf-b9c2-25e7fa6cf575.

Council of Science Editors:

Patil A(. Numerical investigation of nearshore wave transformation and surf zone hydrodynamics. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:1b6037cf-6cb9-4ebf-b9c2-25e7fa6cf575


Delft University of Technology

12. van Lambalgen, Max (author); Lopriore, Luca (author); Vester, Frank (author). Integral coastal defence for Malecón of Havana, Cuba.

Degree: 2018, Delft University of Technology

This report contains a study for the Integral Coastal Defence System for the Malecón in the city of Havana, Cuba. The objective was to develop… (more)

Subjects/Keywords: seawall; flooding; overtopping; swan modelling; recurved wall

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APA (6th Edition):

van Lambalgen, Max (author); Lopriore, Luca (author); Vester, F. (. (2018). Integral coastal defence for Malecón of Havana, Cuba. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:7dc019c8-1803-4032-a202-be9df561f9bb

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

van Lambalgen, Max (author); Lopriore, Luca (author); Vester, Frank (author). “Integral coastal defence for Malecón of Havana, Cuba.” 2018. Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:7dc019c8-1803-4032-a202-be9df561f9bb.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

van Lambalgen, Max (author); Lopriore, Luca (author); Vester, Frank (author). “Integral coastal defence for Malecón of Havana, Cuba.” 2018. Web. 15 Aug 2020.

Vancouver:

van Lambalgen, Max (author); Lopriore, Luca (author); Vester F(. Integral coastal defence for Malecón of Havana, Cuba. [Internet] [Thesis]. Delft University of Technology; 2018. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:7dc019c8-1803-4032-a202-be9df561f9bb.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

van Lambalgen, Max (author); Lopriore, Luca (author); Vester F(. Integral coastal defence for Malecón of Havana, Cuba. [Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:7dc019c8-1803-4032-a202-be9df561f9bb

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Delft University of Technology

13. Chen, X. (author). Hydrodynamic loads on buildings caused by overtopping waves.

Degree: 2011, Delft University of Technology

There is a chance that storm surges occurring in coastal areas cause overtopping over wide crested dikes. The overtopping water results in a hydrodynamic load… (more)

Subjects/Keywords: overtopping wave; hydrodynamic load; vertical structure

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APA (6th Edition):

Chen, X. (. (2011). Hydrodynamic loads on buildings caused by overtopping waves. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f65b59a8-d670-4c53-91ce-3dae40e5ad90

Chicago Manual of Style (16th Edition):

Chen, X (author). “Hydrodynamic loads on buildings caused by overtopping waves.” 2011. Masters Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:f65b59a8-d670-4c53-91ce-3dae40e5ad90.

MLA Handbook (7th Edition):

Chen, X (author). “Hydrodynamic loads on buildings caused by overtopping waves.” 2011. Web. 15 Aug 2020.

Vancouver:

Chen X(. Hydrodynamic loads on buildings caused by overtopping waves. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:f65b59a8-d670-4c53-91ce-3dae40e5ad90.

Council of Science Editors:

Chen X(. Hydrodynamic loads on buildings caused by overtopping waves. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:f65b59a8-d670-4c53-91ce-3dae40e5ad90


Delft University of Technology

14. Hinostroza Garcia, S. (author). Reinforced grass on inner dike slopes.

Degree: 2007, Delft University of Technology

 This thesis shows a set of equations that define the micro-stability and macro-stability of reinforced grass revetments with geosynthetics on inner dike slope during an… (more)

Subjects/Keywords: grass; overtopping; dikes

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

APA (6th Edition):

Hinostroza Garcia, S. (. (2007). Reinforced grass on inner dike slopes. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:33a91948-efbf-40d1-a5c6-7404c8cf36c1

Chicago Manual of Style (16th Edition):

Hinostroza Garcia, S (author). “Reinforced grass on inner dike slopes.” 2007. Masters Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:33a91948-efbf-40d1-a5c6-7404c8cf36c1.

MLA Handbook (7th Edition):

Hinostroza Garcia, S (author). “Reinforced grass on inner dike slopes.” 2007. Web. 15 Aug 2020.

Vancouver:

Hinostroza Garcia S(. Reinforced grass on inner dike slopes. [Internet] [Masters thesis]. Delft University of Technology; 2007. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:33a91948-efbf-40d1-a5c6-7404c8cf36c1.

Council of Science Editors:

Hinostroza Garcia S(. Reinforced grass on inner dike slopes. [Masters Thesis]. Delft University of Technology; 2007. Available from: http://resolver.tudelft.nl/uuid:33a91948-efbf-40d1-a5c6-7404c8cf36c1


Delft University of Technology

15. Rietmeijer, Anton (author). Rear-Slope Revetment Stability Approached by the Wave Overtopping Simulator: Experiments Regarding the Stability of Single-Layer Cube Revetment on Breakwater Crests and Rear Slopes.

Degree: 2017, Delft University of Technology

 Contrary to a breakwater outer slope, rear-slope revetment does not have to withstand breaking waves. However, generally, an equal dimensioned revetment is used on both… (more)

Subjects/Keywords: Overtopping; Wave Overtopping Simulator; WOS; Breakwater; Rear-slope; Single layer; Cube; Stability; Revetment; Crest; Transition

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APA (6th Edition):

Rietmeijer, A. (. (2017). Rear-Slope Revetment Stability Approached by the Wave Overtopping Simulator: Experiments Regarding the Stability of Single-Layer Cube Revetment on Breakwater Crests and Rear Slopes. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c6b6cc5e-42e7-4a52-a5c1-a8621c281d6e

Chicago Manual of Style (16th Edition):

Rietmeijer, Anton (author). “Rear-Slope Revetment Stability Approached by the Wave Overtopping Simulator: Experiments Regarding the Stability of Single-Layer Cube Revetment on Breakwater Crests and Rear Slopes.” 2017. Masters Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:c6b6cc5e-42e7-4a52-a5c1-a8621c281d6e.

MLA Handbook (7th Edition):

Rietmeijer, Anton (author). “Rear-Slope Revetment Stability Approached by the Wave Overtopping Simulator: Experiments Regarding the Stability of Single-Layer Cube Revetment on Breakwater Crests and Rear Slopes.” 2017. Web. 15 Aug 2020.

Vancouver:

Rietmeijer A(. Rear-Slope Revetment Stability Approached by the Wave Overtopping Simulator: Experiments Regarding the Stability of Single-Layer Cube Revetment on Breakwater Crests and Rear Slopes. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:c6b6cc5e-42e7-4a52-a5c1-a8621c281d6e.

Council of Science Editors:

Rietmeijer A(. Rear-Slope Revetment Stability Approached by the Wave Overtopping Simulator: Experiments Regarding the Stability of Single-Layer Cube Revetment on Breakwater Crests and Rear Slopes. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:c6b6cc5e-42e7-4a52-a5c1-a8621c281d6e


Delft University of Technology

16. Bosman, G. (author). Velocity and flow depth variations during wave overtopping.

Degree: Civil Engineering and Geosciences, Hydraulic Engineering, 2007, Delft University of Technology

Nowadays the protection of our country for high sea levels and heavy storms is daily news. The ComCoast project (COMbined functions in the COASTal defence… (more)

Subjects/Keywords: wave overtopping; flow depth; overtopping load; crest; inner slope

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APA (6th Edition):

Bosman, G. (. (2007). Velocity and flow depth variations during wave overtopping. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:972e871b-5a9d-4b36-91f6-9152af9fdee5

Chicago Manual of Style (16th Edition):

Bosman, G (author). “Velocity and flow depth variations during wave overtopping.” 2007. Masters Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:972e871b-5a9d-4b36-91f6-9152af9fdee5.

MLA Handbook (7th Edition):

Bosman, G (author). “Velocity and flow depth variations during wave overtopping.” 2007. Web. 15 Aug 2020.

Vancouver:

Bosman G(. Velocity and flow depth variations during wave overtopping. [Internet] [Masters thesis]. Delft University of Technology; 2007. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:972e871b-5a9d-4b36-91f6-9152af9fdee5.

Council of Science Editors:

Bosman G(. Velocity and flow depth variations during wave overtopping. [Masters Thesis]. Delft University of Technology; 2007. Available from: http://resolver.tudelft.nl/uuid:972e871b-5a9d-4b36-91f6-9152af9fdee5


NSYSU

17. Lee, Jui-heng. An Experimental Study on Overtopping over a Bermed Seawall with Wave Dissipators.

Degree: Master, Marine Environment and Engineering, 2013, NSYSU

 In the last few decades, the purpose of coastal protection is no longer in forbidding overtopping, but allowing appropriate amount of wave overtopping with drainage… (more)

Subjects/Keywords: dimensionless empirical formula; Overtopping; hydraulic model; wave absorbing arrangement

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APA (6th Edition):

Lee, J. (2013). An Experimental Study on Overtopping over a Bermed Seawall with Wave Dissipators. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0705113-132345

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Lee, Jui-heng. “An Experimental Study on Overtopping over a Bermed Seawall with Wave Dissipators.” 2013. Thesis, NSYSU. Accessed August 15, 2020. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0705113-132345.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Lee, Jui-heng. “An Experimental Study on Overtopping over a Bermed Seawall with Wave Dissipators.” 2013. Web. 15 Aug 2020.

Vancouver:

Lee J. An Experimental Study on Overtopping over a Bermed Seawall with Wave Dissipators. [Internet] [Thesis]. NSYSU; 2013. [cited 2020 Aug 15]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0705113-132345.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Lee J. An Experimental Study on Overtopping over a Bermed Seawall with Wave Dissipators. [Thesis]. NSYSU; 2013. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0705113-132345

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Plymouth

18. Jones, David K. Computational modelling of combined storm surge and wave overtopping of embankments.

Degree: PhD, 2012, University of Plymouth

 The primary function of seawalls and embankments is to protect against damage and injury caused by flooding. Coastal flooding is caused by combinations of high… (more)

Subjects/Keywords: 627.420113; extreme : wave overtopping : embankment : wave model : mass transport

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APA (6th Edition):

Jones, D. K. (2012). Computational modelling of combined storm surge and wave overtopping of embankments. (Doctoral Dissertation). University of Plymouth. Retrieved from http://hdl.handle.net/10026.1/920

Chicago Manual of Style (16th Edition):

Jones, David K. “Computational modelling of combined storm surge and wave overtopping of embankments.” 2012. Doctoral Dissertation, University of Plymouth. Accessed August 15, 2020. http://hdl.handle.net/10026.1/920.

MLA Handbook (7th Edition):

Jones, David K. “Computational modelling of combined storm surge and wave overtopping of embankments.” 2012. Web. 15 Aug 2020.

Vancouver:

Jones DK. Computational modelling of combined storm surge and wave overtopping of embankments. [Internet] [Doctoral dissertation]. University of Plymouth; 2012. [cited 2020 Aug 15]. Available from: http://hdl.handle.net/10026.1/920.

Council of Science Editors:

Jones DK. Computational modelling of combined storm surge and wave overtopping of embankments. [Doctoral Dissertation]. University of Plymouth; 2012. Available from: http://hdl.handle.net/10026.1/920


University of Manchester

19. Mccabe, Maurice Vincent. Modelling nearshore waves, runup and overtopping.

Degree: PhD, 2011, University of Manchester

 Coastal flooding from wave overtopping causes considerable damage. Presently, to model wave overtopping one can either make use of physical model tests or empirical tools… (more)

Subjects/Keywords: 627; Wave overtopping; Boussinesq equations; er equations; Breaking waves; Vertical structures

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APA (6th Edition):

Mccabe, M. V. (2011). Modelling nearshore waves, runup and overtopping. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/modelling-nearshore-waves-runup-and-overtopping(16ee1ecf-542c-4e3d-a150-fcb4d3981f6d).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.542673

Chicago Manual of Style (16th Edition):

Mccabe, Maurice Vincent. “Modelling nearshore waves, runup and overtopping.” 2011. Doctoral Dissertation, University of Manchester. Accessed August 15, 2020. https://www.research.manchester.ac.uk/portal/en/theses/modelling-nearshore-waves-runup-and-overtopping(16ee1ecf-542c-4e3d-a150-fcb4d3981f6d).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.542673.

MLA Handbook (7th Edition):

Mccabe, Maurice Vincent. “Modelling nearshore waves, runup and overtopping.” 2011. Web. 15 Aug 2020.

Vancouver:

Mccabe MV. Modelling nearshore waves, runup and overtopping. [Internet] [Doctoral dissertation]. University of Manchester; 2011. [cited 2020 Aug 15]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/modelling-nearshore-waves-runup-and-overtopping(16ee1ecf-542c-4e3d-a150-fcb4d3981f6d).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.542673.

Council of Science Editors:

Mccabe MV. Modelling nearshore waves, runup and overtopping. [Doctoral Dissertation]. University of Manchester; 2011. Available from: https://www.research.manchester.ac.uk/portal/en/theses/modelling-nearshore-waves-runup-and-overtopping(16ee1ecf-542c-4e3d-a150-fcb4d3981f6d).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.542673


Delft University of Technology

20. de Loor, David (author). An Analysis of the Phreatic Surface of Primary Flood Defences.

Degree: 2018, Delft University of Technology

PLAXIS study of a primary flood defence in the Netherlands. The influence of water level, precipitation, and wave overtopping on the position of the phreatic… (more)

Subjects/Keywords: phreatic surface; dike; Plaxis; macro-stability; overtopping; precipitation

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

APA (6th Edition):

de Loor, D. (. (2018). An Analysis of the Phreatic Surface of Primary Flood Defences. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0c0b9178-bebe-4a7e-95a0-a619fba82fe6

Chicago Manual of Style (16th Edition):

de Loor, David (author). “An Analysis of the Phreatic Surface of Primary Flood Defences.” 2018. Masters Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:0c0b9178-bebe-4a7e-95a0-a619fba82fe6.

MLA Handbook (7th Edition):

de Loor, David (author). “An Analysis of the Phreatic Surface of Primary Flood Defences.” 2018. Web. 15 Aug 2020.

Vancouver:

de Loor D(. An Analysis of the Phreatic Surface of Primary Flood Defences. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:0c0b9178-bebe-4a7e-95a0-a619fba82fe6.

Council of Science Editors:

de Loor D(. An Analysis of the Phreatic Surface of Primary Flood Defences. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:0c0b9178-bebe-4a7e-95a0-a619fba82fe6


Delft University of Technology

21. Van Steeg, P. (author). Wave overtopping aspects of the Crest Drainage Dike: A theoretical, numerical and experimental research.

Degree: Civil Engineering and Geosciences, Hydraulic Engineering, 2007, Delft University of Technology

In the framework of the ComCoast project, the concept of the Crest Drainage Dike has been studied regarding the reduction of wave overtopping. This study… (more)

Subjects/Keywords: crest; drainage; dike; wave; overtopping

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APA (6th Edition):

Van Steeg, P. (. (2007). Wave overtopping aspects of the Crest Drainage Dike: A theoretical, numerical and experimental research. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:15dce700-11e0-4a09-8f93-2f2fc10d4ea8

Chicago Manual of Style (16th Edition):

Van Steeg, P (author). “Wave overtopping aspects of the Crest Drainage Dike: A theoretical, numerical and experimental research.” 2007. Masters Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:15dce700-11e0-4a09-8f93-2f2fc10d4ea8.

MLA Handbook (7th Edition):

Van Steeg, P (author). “Wave overtopping aspects of the Crest Drainage Dike: A theoretical, numerical and experimental research.” 2007. Web. 15 Aug 2020.

Vancouver:

Van Steeg P(. Wave overtopping aspects of the Crest Drainage Dike: A theoretical, numerical and experimental research. [Internet] [Masters thesis]. Delft University of Technology; 2007. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:15dce700-11e0-4a09-8f93-2f2fc10d4ea8.

Council of Science Editors:

Van Steeg P(. Wave overtopping aspects of the Crest Drainage Dike: A theoretical, numerical and experimental research. [Masters Thesis]. Delft University of Technology; 2007. Available from: http://resolver.tudelft.nl/uuid:15dce700-11e0-4a09-8f93-2f2fc10d4ea8


Delft University of Technology

22. Wegman, Rik (author). Strength of grass covers on dikes.

Degree: 2020, Delft University of Technology

Wave overtopping is responsible for many dike failures, dike breaches and severe flooding. The erosion resistance of dikes to overtopping waves is determined by the… (more)

Subjects/Keywords: Grass covers; Wave overtopping; Erosion resistance; Dike cover

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APA (6th Edition):

Wegman, R. (. (2020). Strength of grass covers on dikes. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:9af2efca-90e7-4006-95a7-8d87180b0709

Chicago Manual of Style (16th Edition):

Wegman, Rik (author). “Strength of grass covers on dikes.” 2020. Masters Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:9af2efca-90e7-4006-95a7-8d87180b0709.

MLA Handbook (7th Edition):

Wegman, Rik (author). “Strength of grass covers on dikes.” 2020. Web. 15 Aug 2020.

Vancouver:

Wegman R(. Strength of grass covers on dikes. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:9af2efca-90e7-4006-95a7-8d87180b0709.

Council of Science Editors:

Wegman R(. Strength of grass covers on dikes. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:9af2efca-90e7-4006-95a7-8d87180b0709


Delft University of Technology

23. La Gasse, L.C. (author); Van Rooij, M.I.S. (author); Smits, B.P. (author); Ton, A.M. (author). Coastal protection Malecón seawall: A study to develop a sea defence solution that prevents unacceptable flooding and damage to the 'Malecón Tradicional' in Havana, Cuba.

Degree: Section Hydraulic Engineering, 2015, Delft University of Technology

This report presents a study of the Malecón Tradicional in front of ‘Centro de Havana’ and ‘Havana Vieja’ in the city Havana, Cuba. The objective… (more)

Subjects/Keywords: seawall; wave overtopping; flooding; revetment; breakwater; recurve wall; structural damage

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APA (6th Edition):

La Gasse, L.C. (author); Van Rooij, M.I.S. (author); Smits, B.P. (author); Ton, A. M. (. (2015). Coastal protection Malecón seawall: A study to develop a sea defence solution that prevents unacceptable flooding and damage to the 'Malecón Tradicional' in Havana, Cuba. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:914f5daf-48e5-4300-a442-15fe39008e76

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

La Gasse, L.C. (author); Van Rooij, M.I.S. (author); Smits, B.P. (author); Ton, A M (author). “Coastal protection Malecón seawall: A study to develop a sea defence solution that prevents unacceptable flooding and damage to the 'Malecón Tradicional' in Havana, Cuba.” 2015. Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:914f5daf-48e5-4300-a442-15fe39008e76.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

La Gasse, L.C. (author); Van Rooij, M.I.S. (author); Smits, B.P. (author); Ton, A M (author). “Coastal protection Malecón seawall: A study to develop a sea defence solution that prevents unacceptable flooding and damage to the 'Malecón Tradicional' in Havana, Cuba.” 2015. Web. 15 Aug 2020.

Vancouver:

La Gasse, L.C. (author); Van Rooij, M.I.S. (author); Smits, B.P. (author); Ton AM(. Coastal protection Malecón seawall: A study to develop a sea defence solution that prevents unacceptable flooding and damage to the 'Malecón Tradicional' in Havana, Cuba. [Internet] [Thesis]. Delft University of Technology; 2015. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:914f5daf-48e5-4300-a442-15fe39008e76.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

La Gasse, L.C. (author); Van Rooij, M.I.S. (author); Smits, B.P. (author); Ton AM(. Coastal protection Malecón seawall: A study to develop a sea defence solution that prevents unacceptable flooding and damage to the 'Malecón Tradicional' in Havana, Cuba. [Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:914f5daf-48e5-4300-a442-15fe39008e76

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Delft University of Technology

24. Roos, A. (author). Experimenteel onderzoek naar het gedrag van tegen taluds oplopende regelmatige golven.

Degree: 1972, Delft University of Technology

Experimental research on wave run-up of regular waves on smooth slopes. Detailed run-up measurements and derivation of a run-up formula. A mathematical model to describe run-up. Some notes about wave overtopping

Hydraulic Engineering

Civil Engineering and Geosciences

Advisors/Committee Members: Battjes, J.A. (mentor).

Subjects/Keywords: wav run-up; wave overtopping

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APA (6th Edition):

Roos, A. (. (1972). Experimenteel onderzoek naar het gedrag van tegen taluds oplopende regelmatige golven. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:73159816-82a4-44d7-bdca-335aefedbea3

Chicago Manual of Style (16th Edition):

Roos, A (author). “Experimenteel onderzoek naar het gedrag van tegen taluds oplopende regelmatige golven.” 1972. Masters Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:73159816-82a4-44d7-bdca-335aefedbea3.

MLA Handbook (7th Edition):

Roos, A (author). “Experimenteel onderzoek naar het gedrag van tegen taluds oplopende regelmatige golven.” 1972. Web. 15 Aug 2020.

Vancouver:

Roos A(. Experimenteel onderzoek naar het gedrag van tegen taluds oplopende regelmatige golven. [Internet] [Masters thesis]. Delft University of Technology; 1972. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:73159816-82a4-44d7-bdca-335aefedbea3.

Council of Science Editors:

Roos A(. Experimenteel onderzoek naar het gedrag van tegen taluds oplopende regelmatige golven. [Masters Thesis]. Delft University of Technology; 1972. Available from: http://resolver.tudelft.nl/uuid:73159816-82a4-44d7-bdca-335aefedbea3


Delft University of Technology

25. van Melis, Tijmen (author). Tolerable wave overtopping during construction of a breakwater.

Degree: 2019, Delft University of Technology

 Wave overtopping is an important aspect for the design of rubble mound breakwaters. Acceptable overtopping limits are usually based on the mean overtopping discharge or… (more)

Subjects/Keywords: Rubble mound breakwater; Wave overtopping; OpenFOAM; Safety; Workability

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APA (6th Edition):

van Melis, T. (. (2019). Tolerable wave overtopping during construction of a breakwater. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4500c8e1-dc00-4cfe-a2a5-3c34767bdcd6

Chicago Manual of Style (16th Edition):

van Melis, Tijmen (author). “Tolerable wave overtopping during construction of a breakwater.” 2019. Masters Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:4500c8e1-dc00-4cfe-a2a5-3c34767bdcd6.

MLA Handbook (7th Edition):

van Melis, Tijmen (author). “Tolerable wave overtopping during construction of a breakwater.” 2019. Web. 15 Aug 2020.

Vancouver:

van Melis T(. Tolerable wave overtopping during construction of a breakwater. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:4500c8e1-dc00-4cfe-a2a5-3c34767bdcd6.

Council of Science Editors:

van Melis T(. Tolerable wave overtopping during construction of a breakwater. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:4500c8e1-dc00-4cfe-a2a5-3c34767bdcd6


Delft University of Technology

26. Afridi, Z.N. (author). 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 · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

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. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:31cabd8d-6219-4ac6-a72e-0bd6cc283fe9

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Afridi, Z N (author). “A comparison of overtopping behaviour over a permeable and impermeable crest: An insight into overtopping discharges and intensities.” 2010. Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:31cabd8d-6219-4ac6-a72e-0bd6cc283fe9.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Afridi, Z N (author). “A comparison of overtopping behaviour over a permeable and impermeable crest: An insight into overtopping discharges and intensities.” 2010. Web. 15 Aug 2020.

Vancouver:

Afridi ZN(. A comparison of overtopping behaviour over a permeable and impermeable crest: An insight into overtopping discharges and intensities. [Internet] [Thesis]. Delft University of Technology; 2010. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:31cabd8d-6219-4ac6-a72e-0bd6cc283fe9.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

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

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Clemson University

27. Johnson, Earnest. A Laboratory Study of Levee Scour from Overtopping Storm Waves and Protection for Robust Desgins.

Degree: MS, Civil Engineering, 2012, Clemson University

  Levee failure due to scouring has been a prominent occurrence among intense storm surges and waves, giving rise to the implementation of various scour… (more)

Subjects/Keywords: corelocs; levee; overtopping; riprap; scour; storm surge; Civil Engineering

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

APA (6th Edition):

Johnson, E. (2012). A Laboratory Study of Levee Scour from Overtopping Storm Waves and Protection for Robust Desgins. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1434

Chicago Manual of Style (16th Edition):

Johnson, Earnest. “A Laboratory Study of Levee Scour from Overtopping Storm Waves and Protection for Robust Desgins.” 2012. Masters Thesis, Clemson University. Accessed August 15, 2020. https://tigerprints.clemson.edu/all_theses/1434.

MLA Handbook (7th Edition):

Johnson, Earnest. “A Laboratory Study of Levee Scour from Overtopping Storm Waves and Protection for Robust Desgins.” 2012. Web. 15 Aug 2020.

Vancouver:

Johnson E. A Laboratory Study of Levee Scour from Overtopping Storm Waves and Protection for Robust Desgins. [Internet] [Masters thesis]. Clemson University; 2012. [cited 2020 Aug 15]. Available from: https://tigerprints.clemson.edu/all_theses/1434.

Council of Science Editors:

Johnson E. A Laboratory Study of Levee Scour from Overtopping Storm Waves and Protection for Robust Desgins. [Masters Thesis]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_theses/1434


Delft University of Technology

28. Marinov, Krasimir (author). Wave impacts on storm walls, a study on scale effects.

Degree: 2017, Delft University of Technology

Low-lying countries such as Belgium and the Netherlands are naturally susceptible to overtopping wave attacks. Coastal regions are therefore facing the threat of such events… (more)

Subjects/Keywords: physical modelling; wave impacts; scale effects; Froude scaling; overtopping; storm wall; impact force; post-overtopping flow; terrestrial lease scanner; , measurement techniques; bore impacts; pre-impact flow evolution; CoMEM

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

APA (6th Edition):

Marinov, K. (. (2017). Wave impacts on storm walls, a study on scale effects. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3263e3f1-ded2-42aa-b1f5-5ae780d7867e

Chicago Manual of Style (16th Edition):

Marinov, Krasimir (author). “Wave impacts on storm walls, a study on scale effects.” 2017. Masters Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:3263e3f1-ded2-42aa-b1f5-5ae780d7867e.

MLA Handbook (7th Edition):

Marinov, Krasimir (author). “Wave impacts on storm walls, a study on scale effects.” 2017. Web. 15 Aug 2020.

Vancouver:

Marinov K(. Wave impacts on storm walls, a study on scale effects. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:3263e3f1-ded2-42aa-b1f5-5ae780d7867e.

Council of Science Editors:

Marinov K(. Wave impacts on storm walls, a study on scale effects. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:3263e3f1-ded2-42aa-b1f5-5ae780d7867e


Delft University of Technology

29. Huppes, Niek (author). Wave overtopping and scale effects: Experimental case study New Afsluitdijk.

Degree: 2019, Delft University of Technology

After more than 85 years, the iconic Afsluitdijk is in need of a reinforcement. During the latest safety assessment of Rijkswaterstaat the dike did not… (more)

Subjects/Keywords: Roughness factor; Roughness coefficient; wave overtopping; overtopping; scale effects; composite slope; Levvel-blocs; Xbloc+; Afsluitdijk; New Afsluitdijk; Physical model tests; Experimental; Block revetment; Flume; physical modelling

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

APA (6th Edition):

Huppes, N. (. (2019). Wave overtopping and scale effects: Experimental case study New Afsluitdijk. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:576016e0-a7f6-413e-a41d-65156cf91104

Chicago Manual of Style (16th Edition):

Huppes, Niek (author). “Wave overtopping and scale effects: Experimental case study New Afsluitdijk.” 2019. Masters Thesis, Delft University of Technology. Accessed August 15, 2020. http://resolver.tudelft.nl/uuid:576016e0-a7f6-413e-a41d-65156cf91104.

MLA Handbook (7th Edition):

Huppes, Niek (author). “Wave overtopping and scale effects: Experimental case study New Afsluitdijk.” 2019. Web. 15 Aug 2020.

Vancouver:

Huppes N(. Wave overtopping and scale effects: Experimental case study New Afsluitdijk. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Aug 15]. Available from: http://resolver.tudelft.nl/uuid:576016e0-a7f6-413e-a41d-65156cf91104.

Council of Science Editors:

Huppes N(. Wave overtopping and scale effects: Experimental case study New Afsluitdijk. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:576016e0-a7f6-413e-a41d-65156cf91104


Brunel University

30. Md Noar, Nor. Wave impacts on rectangular structures.

Degree: PhD, 2012, Brunel University

 There is a good deal of uncertainty and sensitivity in the results for wave impact. In a practical situation, many parameters such as the wave… (more)

Subjects/Keywords: 519.2; Breaking waves; Impact pressures; Vertical seawalls; Impacts on baffles; Wave overtopping

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

APA (6th Edition):

Md Noar, N. (2012). Wave impacts on rectangular structures. (Doctoral Dissertation). Brunel University. Retrieved from http://bura.brunel.ac.uk/handle/2438/6609 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.557862

Chicago Manual of Style (16th Edition):

Md Noar, Nor. “Wave impacts on rectangular structures.” 2012. Doctoral Dissertation, Brunel University. Accessed August 15, 2020. http://bura.brunel.ac.uk/handle/2438/6609 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.557862.

MLA Handbook (7th Edition):

Md Noar, Nor. “Wave impacts on rectangular structures.” 2012. Web. 15 Aug 2020.

Vancouver:

Md Noar N. Wave impacts on rectangular structures. [Internet] [Doctoral dissertation]. Brunel University; 2012. [cited 2020 Aug 15]. Available from: http://bura.brunel.ac.uk/handle/2438/6609 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.557862.

Council of Science Editors:

Md Noar N. Wave impacts on rectangular structures. [Doctoral Dissertation]. Brunel University; 2012. Available from: http://bura.brunel.ac.uk/handle/2438/6609 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.557862

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