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You searched for +publisher:"Delft University of Technology" +contributor:("Uijttewaal, W.S.J."). Showing records 1 – 30 of 151 total matches.

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Delft University of Technology

1. Bergsma, E.W.J. (author). Turbulence in shallow jet flows.

Degree: 2011, Delft University of Technology

The general flow pattern of an open channel flow, downstream of a width restriction by two artificial dams, is analysed. A physical Froude-scaled model, under… (more)

Subjects/Keywords: turbulence; jet; shallow water; mixing layer

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APA (6th Edition):

Bergsma, E. W. J. (. (2011). Turbulence in shallow jet flows. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ed78fb13-3356-404c-980c-4103890cef17

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):

Bergsma, E W J (author). “Turbulence in shallow jet flows.” 2011. Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:ed78fb13-3356-404c-980c-4103890cef17.

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

MLA Handbook (7th Edition):

Bergsma, E W J (author). “Turbulence in shallow jet flows.” 2011. Web. 10 Jul 2020.

Vancouver:

Bergsma EWJ(. Turbulence in shallow jet flows. [Internet] [Thesis]. Delft University of Technology; 2011. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:ed78fb13-3356-404c-980c-4103890cef17.

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

Council of Science Editors:

Bergsma EWJ(. Turbulence in shallow jet flows. [Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:ed78fb13-3356-404c-980c-4103890cef17

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


Delft University of Technology

2. Franken, J.T. (author). On the predictability of the notional permeability of breakwaters as a function of core properties.

Degree: 2016, Delft University of Technology

To determine the nominal diameter of armour rock for a rubble mound breakwater, the ‘Van der Meer’-formula is frequently used. It requires the so-called 'notional… (more)

Subjects/Keywords: Notional permeability; Van der Meer; IH-2VOF; Flow into the core; Reflection coefficient; Rubble mound breakwater; Interpolation

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APA (6th Edition):

Franken, J. T. (. (2016). On the predictability of the notional permeability of breakwaters as a function of core properties. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:29e8291c-b84e-4500-b753-ac6c8b21ced0

Chicago Manual of Style (16th Edition):

Franken, J T (author). “On the predictability of the notional permeability of breakwaters as a function of core properties.” 2016. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:29e8291c-b84e-4500-b753-ac6c8b21ced0.

MLA Handbook (7th Edition):

Franken, J T (author). “On the predictability of the notional permeability of breakwaters as a function of core properties.” 2016. Web. 10 Jul 2020.

Vancouver:

Franken JT(. On the predictability of the notional permeability of breakwaters as a function of core properties. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:29e8291c-b84e-4500-b753-ac6c8b21ced0.

Council of Science Editors:

Franken JT(. On the predictability of the notional permeability of breakwaters as a function of core properties. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:29e8291c-b84e-4500-b753-ac6c8b21ced0


Delft University of Technology

3. van Rooijen, E.J. (author). The effect of small density differences at large confluences.

Degree: 2016, Delft University of Technology

Confluences are special, complex elements within river systems which have been subject of much research. However, little attention has been given to the effects of… (more)

Subjects/Keywords: confluence; density difference; mixing layer; river; nummerical modelling

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APA (6th Edition):

van Rooijen, E. J. (. (2016). The effect of small density differences at large confluences. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d22fdfd9-3470-4b15-810c-6fc9d8491019

Chicago Manual of Style (16th Edition):

van Rooijen, E J (author). “The effect of small density differences at large confluences.” 2016. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:d22fdfd9-3470-4b15-810c-6fc9d8491019.

MLA Handbook (7th Edition):

van Rooijen, E J (author). “The effect of small density differences at large confluences.” 2016. Web. 10 Jul 2020.

Vancouver:

van Rooijen EJ(. The effect of small density differences at large confluences. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:d22fdfd9-3470-4b15-810c-6fc9d8491019.

Council of Science Editors:

van Rooijen EJ(. The effect of small density differences at large confluences. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:d22fdfd9-3470-4b15-810c-6fc9d8491019


Delft University of Technology

4. Koopmans, H. (author). Scour holes in tidal rivers with heterogeneous subsoil under anthropogenic influence.

Degree: 2017, Delft University of Technology

 Over one hundred scour holes are located in the Rhine-Meuse delta. These scour holes have relatively large depths and steep slopes and could pose a… (more)

Subjects/Keywords: scour; tidal rivers; heterogeneous subsoil; delta; Rhine-Meuse delta

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APA (6th Edition):

Koopmans, H. (. (2017). Scour holes in tidal rivers with heterogeneous subsoil under anthropogenic influence. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:64dd5428-7b82-46c8-91b8-48f442283b40

Chicago Manual of Style (16th Edition):

Koopmans, H (author). “Scour holes in tidal rivers with heterogeneous subsoil under anthropogenic influence.” 2017. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:64dd5428-7b82-46c8-91b8-48f442283b40.

MLA Handbook (7th Edition):

Koopmans, H (author). “Scour holes in tidal rivers with heterogeneous subsoil under anthropogenic influence.” 2017. Web. 10 Jul 2020.

Vancouver:

Koopmans H(. Scour holes in tidal rivers with heterogeneous subsoil under anthropogenic influence. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:64dd5428-7b82-46c8-91b8-48f442283b40.

Council of Science Editors:

Koopmans H(. Scour holes in tidal rivers with heterogeneous subsoil under anthropogenic influence. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:64dd5428-7b82-46c8-91b8-48f442283b40


Delft University of Technology

5. Bekker, J.F. (author). Experimental research into the effect of freeboard on the stability of a crown wall on a rubble mound breakwater.

Degree: 2017, Delft University of Technology

 A crown wall is a gravity based L- shaped concrete structure on top of a rubble mound breakwater. Functions of a crown wall are: reduction… (more)

Subjects/Keywords: Crown wall; Stability; Freeboard; Rubble mound breakwater; Experimental research; Sliding; Swell waves; Storm waves; Norgaard; Pedersen; Wave flume

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APA (6th Edition):

Bekker, J. F. (. (2017). Experimental research into the effect of freeboard on the stability of a crown wall on a rubble mound breakwater. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:fe70edcb-306c-4572-a62e-c512e781e894

Chicago Manual of Style (16th Edition):

Bekker, J F (author). “Experimental research into the effect of freeboard on the stability of a crown wall on a rubble mound breakwater.” 2017. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:fe70edcb-306c-4572-a62e-c512e781e894.

MLA Handbook (7th Edition):

Bekker, J F (author). “Experimental research into the effect of freeboard on the stability of a crown wall on a rubble mound breakwater.” 2017. Web. 10 Jul 2020.

Vancouver:

Bekker JF(. Experimental research into the effect of freeboard on the stability of a crown wall on a rubble mound breakwater. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:fe70edcb-306c-4572-a62e-c512e781e894.

Council of Science Editors:

Bekker JF(. Experimental research into the effect of freeboard on the stability of a crown wall on a rubble mound breakwater. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:fe70edcb-306c-4572-a62e-c512e781e894


Delft University of Technology

6. Ni, Y. (author). Drag forces on vegetation due to waves and currents.

Degree: 2014, Delft University of Technology

 Vegetation in coastal areas plays an important role in its environment. In addition, vegetation can also be utilized for coastal protection. Incoming wave energy could… (more)

Subjects/Keywords: vegetation; drag; Keulegan-Carpenter number; wave; combined current-wave flow

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APA (6th Edition):

Ni, Y. (. (2014). Drag forces on vegetation due to waves and currents. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0f6ee54a-098d-4fe7-b298-04ae64459acd

Chicago Manual of Style (16th Edition):

Ni, Y (author). “Drag forces on vegetation due to waves and currents.” 2014. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:0f6ee54a-098d-4fe7-b298-04ae64459acd.

MLA Handbook (7th Edition):

Ni, Y (author). “Drag forces on vegetation due to waves and currents.” 2014. Web. 10 Jul 2020.

Vancouver:

Ni Y(. Drag forces on vegetation due to waves and currents. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:0f6ee54a-098d-4fe7-b298-04ae64459acd.

Council of Science Editors:

Ni Y(. Drag forces on vegetation due to waves and currents. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:0f6ee54a-098d-4fe7-b298-04ae64459acd


Delft University of Technology

7. Ligthart, D. (author). The physical processes influencing morphodynamics in braided rivers: A case study on the Ayeyarwady River.

Degree: 2017, Delft University of Technology

The Ayeyarwady River is a river with large hydrological variations and an abundance of relatively fine non-cohesive sediment, causing the dynamic behaviour of the river… (more)

Subjects/Keywords: Ayeyarwady River; Ayeyarwaddy River; Irawaddy River; braided river; morphodynamics; morphology; sediment transport; Delft3D; satellite imagery; Google Earth Engine

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APA (6th Edition):

Ligthart, D. (. (2017). The physical processes influencing morphodynamics in braided rivers: A case study on the Ayeyarwady River. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:44773156-18ab-4fa9-9eac-093ffd395722

Chicago Manual of Style (16th Edition):

Ligthart, D (author). “The physical processes influencing morphodynamics in braided rivers: A case study on the Ayeyarwady River.” 2017. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:44773156-18ab-4fa9-9eac-093ffd395722.

MLA Handbook (7th Edition):

Ligthart, D (author). “The physical processes influencing morphodynamics in braided rivers: A case study on the Ayeyarwady River.” 2017. Web. 10 Jul 2020.

Vancouver:

Ligthart D(. The physical processes influencing morphodynamics in braided rivers: A case study on the Ayeyarwady River. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:44773156-18ab-4fa9-9eac-093ffd395722.

Council of Science Editors:

Ligthart D(. The physical processes influencing morphodynamics in braided rivers: A case study on the Ayeyarwady River. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:44773156-18ab-4fa9-9eac-093ffd395722


Delft University of Technology

8. Van der Meer, A.W. (author). Outer-Bank Shear Stress in River Bends: Numerical Modeling of Curved Flow.

Degree: 2015, Delft University of Technology

In the dimensional averaged numerical models, that are used for practicle purposes, there need to be accounted for three-dimensional processes. Amongst others a bank shear… (more)

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APA (6th Edition):

Van der Meer, A. W. (. (2015). Outer-Bank Shear Stress in River Bends: Numerical Modeling of Curved Flow. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:dc42e0d3-ea09-4c0f-8575-8353fc3cf455

Chicago Manual of Style (16th Edition):

Van der Meer, A W (author). “Outer-Bank Shear Stress in River Bends: Numerical Modeling of Curved Flow.” 2015. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:dc42e0d3-ea09-4c0f-8575-8353fc3cf455.

MLA Handbook (7th Edition):

Van der Meer, A W (author). “Outer-Bank Shear Stress in River Bends: Numerical Modeling of Curved Flow.” 2015. Web. 10 Jul 2020.

Vancouver:

Van der Meer AW(. Outer-Bank Shear Stress in River Bends: Numerical Modeling of Curved Flow. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:dc42e0d3-ea09-4c0f-8575-8353fc3cf455.

Council of Science Editors:

Van der Meer AW(. Outer-Bank Shear Stress in River Bends: Numerical Modeling of Curved Flow. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:dc42e0d3-ea09-4c0f-8575-8353fc3cf455


Delft University of Technology

9. Ren, Y. (author). Breach Flow Modeled as Flow over a Weir.

Degree: 2012, Delft University of Technology

The main objective of the study is to understand the effects of breach properties (e.g. the top width, the depth and the bottom width of… (more)

Subjects/Keywords: breach flow; weir; experimental study

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APA (6th Edition):

Ren, Y. (. (2012). Breach Flow Modeled as Flow over a Weir. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b53b74c0-6ab6-4e0e-bcd6-6754f4138ad7

Chicago Manual of Style (16th Edition):

Ren, Y (author). “Breach Flow Modeled as Flow over a Weir.” 2012. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:b53b74c0-6ab6-4e0e-bcd6-6754f4138ad7.

MLA Handbook (7th Edition):

Ren, Y (author). “Breach Flow Modeled as Flow over a Weir.” 2012. Web. 10 Jul 2020.

Vancouver:

Ren Y(. Breach Flow Modeled as Flow over a Weir. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:b53b74c0-6ab6-4e0e-bcd6-6754f4138ad7.

Council of Science Editors:

Ren Y(. Breach Flow Modeled as Flow over a Weir. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:b53b74c0-6ab6-4e0e-bcd6-6754f4138ad7


Delft University of Technology

10. Kurniawan, V. (author). The Wind of Changes on the Kapellebank Tidal Flat, The Westerschelde.

Degree: 2016, Delft University of Technology

The existence of tidal flat is beneficial for human beings, but it faces the risk of being vanished by continuous intervention, either by nature or… (more)

Subjects/Keywords: tidal flat; morphodynamics; spring-neap cycle; wind speed variation; suppresed ebb current; imbalanced sediment flux; dynamic equilibrium

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APA (6th Edition):

Kurniawan, V. (. (2016). The Wind of Changes on the Kapellebank Tidal Flat, The Westerschelde. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0384cc21-908c-46a8-bebe-9098618df8f2

Chicago Manual of Style (16th Edition):

Kurniawan, V (author). “The Wind of Changes on the Kapellebank Tidal Flat, The Westerschelde.” 2016. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:0384cc21-908c-46a8-bebe-9098618df8f2.

MLA Handbook (7th Edition):

Kurniawan, V (author). “The Wind of Changes on the Kapellebank Tidal Flat, The Westerschelde.” 2016. Web. 10 Jul 2020.

Vancouver:

Kurniawan V(. The Wind of Changes on the Kapellebank Tidal Flat, The Westerschelde. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:0384cc21-908c-46a8-bebe-9098618df8f2.

Council of Science Editors:

Kurniawan V(. The Wind of Changes on the Kapellebank Tidal Flat, The Westerschelde. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:0384cc21-908c-46a8-bebe-9098618df8f2


Delft University of Technology

11. Meijers, P.C. (author). Development of the Generalised Hybrid Turbulence Model for RANS simulations.

Degree: 2016, Delft University of Technology

 Turbulence plays an important role in a broad range of engineering applications. In the industry RANS simulations are a common method for predicting turbulent flow.… (more)

Subjects/Keywords: RANS; hybrid turbulence model; Reynolds stress anisotropy; non-linear eddy viscosity; improved k-epsilon model

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APA (6th Edition):

Meijers, P. C. (. (2016). Development of the Generalised Hybrid Turbulence Model for RANS simulations. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3cdd5d24-9d46-4e8b-aad4-9a415a40da31

Chicago Manual of Style (16th Edition):

Meijers, P C (author). “Development of the Generalised Hybrid Turbulence Model for RANS simulations.” 2016. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:3cdd5d24-9d46-4e8b-aad4-9a415a40da31.

MLA Handbook (7th Edition):

Meijers, P C (author). “Development of the Generalised Hybrid Turbulence Model for RANS simulations.” 2016. Web. 10 Jul 2020.

Vancouver:

Meijers PC(. Development of the Generalised Hybrid Turbulence Model for RANS simulations. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:3cdd5d24-9d46-4e8b-aad4-9a415a40da31.

Council of Science Editors:

Meijers PC(. Development of the Generalised Hybrid Turbulence Model for RANS simulations. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:3cdd5d24-9d46-4e8b-aad4-9a415a40da31

12. Van der Neut, E.M. (author). 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 (author). “Analysis of the notional permeability of rubble mound breakwaters by means of a VOF model.” 2015. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:44ece14d-e307-424a-8f55-08d756c743b3.

MLA Handbook (7th Edition):

Van der Neut, E M (author). “Analysis of the notional permeability of rubble mound breakwaters by means of a VOF model.” 2015. Web. 10 Jul 2020.

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 2020 Jul 10]. 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


Delft University of Technology

13. Meijers, P.C. (author). Performance of RANS turbulence models for the numerical simulation of the flow affected by micro vortex generators.

Degree: 2015, Delft University of Technology

 Additional thesis with a size of 10 European Credits. The increasing demand for wind energy has led to the development of more efficient wind turbines.… (more)

Subjects/Keywords: RANS; micro vortex generators; SSG; Launder Gibson; Reynolds stress anisotropy; k-omega-SST

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APA (6th Edition):

Meijers, P. C. (. (2015). Performance of RANS turbulence models for the numerical simulation of the flow affected by micro vortex generators. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b59ff02c-ab63-49c7-80b1-6478809f6889

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):

Meijers, P C (author). “Performance of RANS turbulence models for the numerical simulation of the flow affected by micro vortex generators.” 2015. Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:b59ff02c-ab63-49c7-80b1-6478809f6889.

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

MLA Handbook (7th Edition):

Meijers, P C (author). “Performance of RANS turbulence models for the numerical simulation of the flow affected by micro vortex generators.” 2015. Web. 10 Jul 2020.

Vancouver:

Meijers PC(. Performance of RANS turbulence models for the numerical simulation of the flow affected by micro vortex generators. [Internet] [Thesis]. Delft University of Technology; 2015. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:b59ff02c-ab63-49c7-80b1-6478809f6889.

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

Council of Science Editors:

Meijers PC(. Performance of RANS turbulence models for the numerical simulation of the flow affected by micro vortex generators. [Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:b59ff02c-ab63-49c7-80b1-6478809f6889

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


Delft University of Technology

14. Disco, M.J. (author). A generic quantitative damage description for rubble mound structures: Investigation of damage to roundheads by using a 3D high-resolution measurement technique in a physical model.

Degree: 2012, Delft University of Technology

 Breakwaters are used for reducing wave height in harbours or divert sediment. One of the types of breakwaters is the rubble mound breakwater. These structures… (more)

Subjects/Keywords: breakwater; roundhead; damage; Digital stereo photography; erosion depth; rubble mound

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APA (6th Edition):

Disco, M. J. (. (2012). A generic quantitative damage description for rubble mound structures: Investigation of damage to roundheads by using a 3D high-resolution measurement technique in a physical model. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:cb6658a3-c9ca-4c8a-a443-2094ba99b174

Chicago Manual of Style (16th Edition):

Disco, M J (author). “A generic quantitative damage description for rubble mound structures: Investigation of damage to roundheads by using a 3D high-resolution measurement technique in a physical model.” 2012. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:cb6658a3-c9ca-4c8a-a443-2094ba99b174.

MLA Handbook (7th Edition):

Disco, M J (author). “A generic quantitative damage description for rubble mound structures: Investigation of damage to roundheads by using a 3D high-resolution measurement technique in a physical model.” 2012. Web. 10 Jul 2020.

Vancouver:

Disco MJ(. A generic quantitative damage description for rubble mound structures: Investigation of damage to roundheads by using a 3D high-resolution measurement technique in a physical model. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:cb6658a3-c9ca-4c8a-a443-2094ba99b174.

Council of Science Editors:

Disco MJ(. A generic quantitative damage description for rubble mound structures: Investigation of damage to roundheads by using a 3D high-resolution measurement technique in a physical model. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:cb6658a3-c9ca-4c8a-a443-2094ba99b174


Delft University of Technology

15. Nieuwboer, B.J. (author). Numerical modelling of Colorado sandbar growth: An improved formulation of sediment transport and underwater slope slumping.

Degree: 2012, Delft University of Technology

 In the Colorado River the Glen Canyon dam is located. The Glen Canyon dam is constructed in the Colorado river for the production of electricity.… (more)

Subjects/Keywords: Colorado; High Flood Experiment; Glen Canyon; Willy Taylor; Van Rijn; Sand bar

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APA (6th Edition):

Nieuwboer, B. J. (. (2012). Numerical modelling of Colorado sandbar growth: An improved formulation of sediment transport and underwater slope slumping. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:05456bce-152c-4e3b-9c9c-19e63d23e30c

Chicago Manual of Style (16th Edition):

Nieuwboer, B J (author). “Numerical modelling of Colorado sandbar growth: An improved formulation of sediment transport and underwater slope slumping.” 2012. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:05456bce-152c-4e3b-9c9c-19e63d23e30c.

MLA Handbook (7th Edition):

Nieuwboer, B J (author). “Numerical modelling of Colorado sandbar growth: An improved formulation of sediment transport and underwater slope slumping.” 2012. Web. 10 Jul 2020.

Vancouver:

Nieuwboer BJ(. Numerical modelling of Colorado sandbar growth: An improved formulation of sediment transport and underwater slope slumping. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:05456bce-152c-4e3b-9c9c-19e63d23e30c.

Council of Science Editors:

Nieuwboer BJ(. Numerical modelling of Colorado sandbar growth: An improved formulation of sediment transport and underwater slope slumping. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:05456bce-152c-4e3b-9c9c-19e63d23e30c


Delft University of Technology

16. Winkelhorst, J. (author). Hydraulic analysis of a flood channel from the Afgedamde Maas to the Biesbosch and Bergse Maas.

Degree: 2013, Delft University of Technology

Due to climate change, it is expected that the design river discharge of the Rhine will increase from 16000 m3/s in 2015 to 18000 m3/s(more)

Subjects/Keywords: flood channel; hydraulic; climate change; Delta program

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APA (6th Edition):

Winkelhorst, J. (. (2013). Hydraulic analysis of a flood channel from the Afgedamde Maas to the Biesbosch and Bergse Maas. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:05da335c-f54d-4f98-ba39-d6861f74c5fe

Chicago Manual of Style (16th Edition):

Winkelhorst, J (author). “Hydraulic analysis of a flood channel from the Afgedamde Maas to the Biesbosch and Bergse Maas.” 2013. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:05da335c-f54d-4f98-ba39-d6861f74c5fe.

MLA Handbook (7th Edition):

Winkelhorst, J (author). “Hydraulic analysis of a flood channel from the Afgedamde Maas to the Biesbosch and Bergse Maas.” 2013. Web. 10 Jul 2020.

Vancouver:

Winkelhorst J(. Hydraulic analysis of a flood channel from the Afgedamde Maas to the Biesbosch and Bergse Maas. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:05da335c-f54d-4f98-ba39-d6861f74c5fe.

Council of Science Editors:

Winkelhorst J(. Hydraulic analysis of a flood channel from the Afgedamde Maas to the Biesbosch and Bergse Maas. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:05da335c-f54d-4f98-ba39-d6861f74c5fe


Delft University of Technology

17. Van Denderen, R.P. (author). Bed level changes in the Waal during floods.

Degree: 2014, Delft University of Technology

 Bed level changes during a flood can have large influence on the safety against flooding and the navigational function of a river. In 1997 measurements… (more)

Subjects/Keywords: Waal; flood; bed level changes; single-beam echosounder; 1997 flood; 1998 flood

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APA (6th Edition):

Van Denderen, R. P. (. (2014). Bed level changes in the Waal during floods. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:06c25338-de69-4dc2-b8e4-c9e32423361a

Chicago Manual of Style (16th Edition):

Van Denderen, R P (author). “Bed level changes in the Waal during floods.” 2014. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:06c25338-de69-4dc2-b8e4-c9e32423361a.

MLA Handbook (7th Edition):

Van Denderen, R P (author). “Bed level changes in the Waal during floods.” 2014. Web. 10 Jul 2020.

Vancouver:

Van Denderen RP(. Bed level changes in the Waal during floods. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:06c25338-de69-4dc2-b8e4-c9e32423361a.

Council of Science Editors:

Van Denderen RP(. Bed level changes in the Waal during floods. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:06c25338-de69-4dc2-b8e4-c9e32423361a


Delft University of Technology

18. Van Doorn, R. (author). Bow Thruster Currents at Open Quay Constructions on Piles.

Degree: 2012, Delft University of Technology

Research into hydraulic loads by a bow thruster. The hydraulic loads on the slope at an open quay construction on piles is investigated. The propeller… (more)

Subjects/Keywords: bow thruster; propeller jet; inclining slope; piles; open quay construction; bed protection; hydraulic loads; turbulence intensity; bowthruster; schroefstraal

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APA (6th Edition):

Van Doorn, R. (. (2012). Bow Thruster Currents at Open Quay Constructions on Piles. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:06d4d38d-6d49-407b-856e-ace81a7b41a3

Chicago Manual of Style (16th Edition):

Van Doorn, R (author). “Bow Thruster Currents at Open Quay Constructions on Piles.” 2012. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:06d4d38d-6d49-407b-856e-ace81a7b41a3.

MLA Handbook (7th Edition):

Van Doorn, R (author). “Bow Thruster Currents at Open Quay Constructions on Piles.” 2012. Web. 10 Jul 2020.

Vancouver:

Van Doorn R(. Bow Thruster Currents at Open Quay Constructions on Piles. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:06d4d38d-6d49-407b-856e-ace81a7b41a3.

Council of Science Editors:

Van Doorn R(. Bow Thruster Currents at Open Quay Constructions on Piles. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:06d4d38d-6d49-407b-856e-ace81a7b41a3


Delft University of Technology

19. Korevaar, T.J.A. (author). Vertical Flow-Induced Vibrations of Valves in Navigation Locks.

Degree: 2016, Delft University of Technology

 Navigation locks are used to transport vessels between waterways with different water levels. In the nearby future many navigation locks will be renovated or replaced.… (more)

Subjects/Keywords: Flow Instability; Flow-Induced Vibrations; Valve; Physical Model Test

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APA (6th Edition):

Korevaar, T. J. A. (. (2016). Vertical Flow-Induced Vibrations of Valves in Navigation Locks. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:12a56c3e-e1b6-4e07-b351-afd5bc08cbea

Chicago Manual of Style (16th Edition):

Korevaar, T J A (author). “Vertical Flow-Induced Vibrations of Valves in Navigation Locks.” 2016. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:12a56c3e-e1b6-4e07-b351-afd5bc08cbea.

MLA Handbook (7th Edition):

Korevaar, T J A (author). “Vertical Flow-Induced Vibrations of Valves in Navigation Locks.” 2016. Web. 10 Jul 2020.

Vancouver:

Korevaar TJA(. Vertical Flow-Induced Vibrations of Valves in Navigation Locks. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:12a56c3e-e1b6-4e07-b351-afd5bc08cbea.

Council of Science Editors:

Korevaar TJA(. Vertical Flow-Induced Vibrations of Valves in Navigation Locks. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:12a56c3e-e1b6-4e07-b351-afd5bc08cbea


Delft University of Technology

20. Schippers, M.M.A. (author). Incipient motion of sand and oil agglomerates: A numerical study on the mobility of particles under wave-induced forcing.

Degree: 2017, Delft University of Technology

After the Deepwater Horizon oil spill in 2010, oil was released into the Gulf of Mexico and partly reached the shorelines. Here, it mixed with… (more)

Subjects/Keywords: OpenFOAM; Sand- and oil agglomerates; Incipient motion

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APA (6th Edition):

Schippers, M. M. A. (. (2017). Incipient motion of sand and oil agglomerates: A numerical study on the mobility of particles under wave-induced forcing. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3c81499e-17eb-4d77-9c86-a94df94a3eea

Chicago Manual of Style (16th Edition):

Schippers, M M A (author). “Incipient motion of sand and oil agglomerates: A numerical study on the mobility of particles under wave-induced forcing.” 2017. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:3c81499e-17eb-4d77-9c86-a94df94a3eea.

MLA Handbook (7th Edition):

Schippers, M M A (author). “Incipient motion of sand and oil agglomerates: A numerical study on the mobility of particles under wave-induced forcing.” 2017. Web. 10 Jul 2020.

Vancouver:

Schippers MMA(. Incipient motion of sand and oil agglomerates: A numerical study on the mobility of particles under wave-induced forcing. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:3c81499e-17eb-4d77-9c86-a94df94a3eea.

Council of Science Editors:

Schippers MMA(. Incipient motion of sand and oil agglomerates: A numerical study on the mobility of particles under wave-induced forcing. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:3c81499e-17eb-4d77-9c86-a94df94a3eea


Delft University of Technology

21. Verpoorten, S.P.K. (author). 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 (author). “Numerical evaluation of stability methods for rubble mound breakwater toes.” 2015. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:3de220e6-34cb-4f0b-b432-791b82f96902.

MLA Handbook (7th Edition):

Verpoorten, S P K (author). “Numerical evaluation of stability methods for rubble mound breakwater toes.” 2015. Web. 10 Jul 2020.

Vancouver:

Verpoorten SPK(. Numerical evaluation of stability methods for rubble mound breakwater toes. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Jul 10]. 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

22. Wijnands, R.G.M. (author). Hydrodynamic loading on oversized cylindrical cargo during marine transport.

Degree: 2015, Delft University of Technology

 With the increase in size of offshore structures and the increase in costs related to the construction of these facilities, a necessity to optimize the… (more)

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APA (6th Edition):

Wijnands, R. G. M. (. (2015). Hydrodynamic loading on oversized cylindrical cargo during marine transport. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:2da3860e-66bb-4c3e-8afa-4b743a7eccb2

Chicago Manual of Style (16th Edition):

Wijnands, R G M (author). “Hydrodynamic loading on oversized cylindrical cargo during marine transport.” 2015. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:2da3860e-66bb-4c3e-8afa-4b743a7eccb2.

MLA Handbook (7th Edition):

Wijnands, R G M (author). “Hydrodynamic loading on oversized cylindrical cargo during marine transport.” 2015. Web. 10 Jul 2020.

Vancouver:

Wijnands RGM(. Hydrodynamic loading on oversized cylindrical cargo during marine transport. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:2da3860e-66bb-4c3e-8afa-4b743a7eccb2.

Council of Science Editors:

Wijnands RGM(. Hydrodynamic loading on oversized cylindrical cargo during marine transport. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:2da3860e-66bb-4c3e-8afa-4b743a7eccb2


Delft University of Technology

23. Vila Santamaria, R. (author). Closure of offtakes in Bangladesh: Causes and assessment of remedial measures.

Degree: 2017, Delft University of Technology

 Bangladesh is characterised by its complex river system, which includes the downstream ends of two of the largest rivers in the world: the Ganges and… (more)

Subjects/Keywords: offtake; Bangladesh; Gorai; Arial Khan; Old Brahmaputra; Dhaleswari; Delft3D; morphology

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APA (6th Edition):

Vila Santamaria, R. (. (2017). Closure of offtakes in Bangladesh: Causes and assessment of remedial measures. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:691dbc0b-a713-4f29-9354-202c713cc4bc

Chicago Manual of Style (16th Edition):

Vila Santamaria, R (author). “Closure of offtakes in Bangladesh: Causes and assessment of remedial measures.” 2017. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:691dbc0b-a713-4f29-9354-202c713cc4bc.

MLA Handbook (7th Edition):

Vila Santamaria, R (author). “Closure of offtakes in Bangladesh: Causes and assessment of remedial measures.” 2017. Web. 10 Jul 2020.

Vancouver:

Vila Santamaria R(. Closure of offtakes in Bangladesh: Causes and assessment of remedial measures. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:691dbc0b-a713-4f29-9354-202c713cc4bc.

Council of Science Editors:

Vila Santamaria R(. Closure of offtakes in Bangladesh: Causes and assessment of remedial measures. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:691dbc0b-a713-4f29-9354-202c713cc4bc


Delft University of Technology

24. Loozen, M.M. (author). Relation between vegetation and sandbar dynamics in the Colorado River.

Degree: 2017, Delft University of Technology

 The Colorado River with a total length of 2330 km is located in the Southwest of North America, originating from the Rocky Mountains and flowing… (more)

Subjects/Keywords: Sandbars; Colorado River; Riparian vegetation; Eddies; Numerical modelling

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APA (6th Edition):

Loozen, M. M. (. (2017). Relation between vegetation and sandbar dynamics in the Colorado River. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:cefeca02-2518-479a-b047-f3ef1cef8e00

Chicago Manual of Style (16th Edition):

Loozen, M M (author). “Relation between vegetation and sandbar dynamics in the Colorado River.” 2017. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:cefeca02-2518-479a-b047-f3ef1cef8e00.

MLA Handbook (7th Edition):

Loozen, M M (author). “Relation between vegetation and sandbar dynamics in the Colorado River.” 2017. Web. 10 Jul 2020.

Vancouver:

Loozen MM(. Relation between vegetation and sandbar dynamics in the Colorado River. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:cefeca02-2518-479a-b047-f3ef1cef8e00.

Council of Science Editors:

Loozen MM(. Relation between vegetation and sandbar dynamics in the Colorado River. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:cefeca02-2518-479a-b047-f3ef1cef8e00


Delft University of Technology

25. Pubben, S.G.T. (author). 3D Mixing patterns in San Francisco South Bay.

Degree: 2017, Delft University of Technology

Estuaries are complex systems that show a variety of hydrodynamic conditions. These conditions are influenced by bathymetry, geometry, climate characteristics, interacting fresh and salt water… (more)

Subjects/Keywords: Delft3D FM; San Francisco Bay; hydrodynamics; density driven circulation; estuary

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APA (6th Edition):

Pubben, S. G. T. (. (2017). 3D Mixing patterns in San Francisco South Bay. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d5ca021e-8652-41f8-b91a-5c2bccdb777e

Chicago Manual of Style (16th Edition):

Pubben, S G T (author). “3D Mixing patterns in San Francisco South Bay.” 2017. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:d5ca021e-8652-41f8-b91a-5c2bccdb777e.

MLA Handbook (7th Edition):

Pubben, S G T (author). “3D Mixing patterns in San Francisco South Bay.” 2017. Web. 10 Jul 2020.

Vancouver:

Pubben SGT(. 3D Mixing patterns in San Francisco South Bay. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:d5ca021e-8652-41f8-b91a-5c2bccdb777e.

Council of Science Editors:

Pubben SGT(. 3D Mixing patterns in San Francisco South Bay. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:d5ca021e-8652-41f8-b91a-5c2bccdb777e


Delft University of Technology

26. Van Broekhoven, P.J.M. (author). The influence of armour layer and core permeability on the wave run-up.

Degree: 2011, Delft University of Technology

In JUMELET [2010] a method with a physical basis (so called “Volume Exchange model”) to determine the ‘notional’ permeability coefficient P was developed. The ‘notional’… (more)

Subjects/Keywords: breakwater; core permeability; notional permeability; wave run-up; Volume Exchange model

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APA (6th Edition):

Van Broekhoven, P. J. M. (. (2011). The influence of armour layer and core permeability on the wave run-up. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d60a9711-aefc-44fa-b91e-1ab47930f2ec

Chicago Manual of Style (16th Edition):

Van Broekhoven, P J M (author). “The influence of armour layer and core permeability on the wave run-up.” 2011. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:d60a9711-aefc-44fa-b91e-1ab47930f2ec.

MLA Handbook (7th Edition):

Van Broekhoven, P J M (author). “The influence of armour layer and core permeability on the wave run-up.” 2011. Web. 10 Jul 2020.

Vancouver:

Van Broekhoven PJM(. The influence of armour layer and core permeability on the wave run-up. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:d60a9711-aefc-44fa-b91e-1ab47930f2ec.

Council of Science Editors:

Van Broekhoven PJM(. The influence of armour layer and core permeability on the wave run-up. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:d60a9711-aefc-44fa-b91e-1ab47930f2ec


Delft University of Technology

27. Maljaars, J.M. (author). A hybrid particle-mesh method for simulating free surface flows.

Degree: 2016, Delft University of Technology

 Hybrid particle-mesh methods attempt to combine the advantages of Eulerian and Lagrangian methods: Lagrangian particles are used for the advection, whereas a Eulerian background grid… (more)

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APA (6th Edition):

Maljaars, J. M. (. (2016). A hybrid particle-mesh method for simulating free surface flows. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d894370d-f6df-4433-8ee0-7692a43e857a

Chicago Manual of Style (16th Edition):

Maljaars, J M (author). “A hybrid particle-mesh method for simulating free surface flows.” 2016. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:d894370d-f6df-4433-8ee0-7692a43e857a.

MLA Handbook (7th Edition):

Maljaars, J M (author). “A hybrid particle-mesh method for simulating free surface flows.” 2016. Web. 10 Jul 2020.

Vancouver:

Maljaars JM(. A hybrid particle-mesh method for simulating free surface flows. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:d894370d-f6df-4433-8ee0-7692a43e857a.

Council of Science Editors:

Maljaars JM(. A hybrid particle-mesh method for simulating free surface flows. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:d894370d-f6df-4433-8ee0-7692a43e857a


Delft University of Technology

28. Van Velzen, G. (author). Flexible scour protection around cylindrical piles.

Degree: 2012, Delft University of Technology

 This research focuses on the behaviour of a granular scour protection around piles when the bed is subjected to bed degradation. Furthermore, engineering guidelines are… (more)

Subjects/Keywords: Pile; Pier; Falling apron; Scour protection; Flexible protection

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

APA (6th Edition):

Van Velzen, G. (. (2012). Flexible scour protection around cylindrical piles. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:de83b5eb-c121-46ec-9d5b-1e3817c98e68

Chicago Manual of Style (16th Edition):

Van Velzen, G (author). “Flexible scour protection around cylindrical piles.” 2012. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:de83b5eb-c121-46ec-9d5b-1e3817c98e68.

MLA Handbook (7th Edition):

Van Velzen, G (author). “Flexible scour protection around cylindrical piles.” 2012. Web. 10 Jul 2020.

Vancouver:

Van Velzen G(. Flexible scour protection around cylindrical piles. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:de83b5eb-c121-46ec-9d5b-1e3817c98e68.

Council of Science Editors:

Van Velzen G(. Flexible scour protection around cylindrical piles. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:de83b5eb-c121-46ec-9d5b-1e3817c98e68


Delft University of Technology

29. Keen, A.S. (author). Erosive bar migration using density and diameter scaled sediment.

Degree: 2011, Delft University of Technology

Mobile bed scaling (for scales smaller than 1:1) does not allow for ideal similarity between all nondimensional parameters. This leads to an exaggerated presence of… (more)

Subjects/Keywords: mobile bed; physical modeling; bar migration; scaling

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

APA (6th Edition):

Keen, A. S. (. (2011). Erosive bar migration using density and diameter scaled sediment. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:42438f18-4a91-45e3-ae52-f716ab7cdadd

Chicago Manual of Style (16th Edition):

Keen, A S (author). “Erosive bar migration using density and diameter scaled sediment.” 2011. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:42438f18-4a91-45e3-ae52-f716ab7cdadd.

MLA Handbook (7th Edition):

Keen, A S (author). “Erosive bar migration using density and diameter scaled sediment.” 2011. Web. 10 Jul 2020.

Vancouver:

Keen AS(. Erosive bar migration using density and diameter scaled sediment. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:42438f18-4a91-45e3-ae52-f716ab7cdadd.

Council of Science Editors:

Keen AS(. Erosive bar migration using density and diameter scaled sediment. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:42438f18-4a91-45e3-ae52-f716ab7cdadd


Delft University of Technology

30. Gensen, M.R.A. (author). Wave overtopping in harbour areas.

Degree: 2017, Delft University of Technology

 Wave overtopping in harbour areas is a fairly untreated topic in the context of flood risk analyses. Pragmatic approaches were undertaken to evaluate the possible… (more)

Subjects/Keywords: Wave overtopping; Wave growth; Wave penetration; Harbours; Wave modelling; WGPO model; Flood risk

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

APA (6th Edition):

Gensen, M. R. A. (. (2017). Wave overtopping in harbour areas. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:70821fb8-7df3-48e9-8058-0e10cbb97492

Chicago Manual of Style (16th Edition):

Gensen, M R A (author). “Wave overtopping in harbour areas.” 2017. Masters Thesis, Delft University of Technology. Accessed July 10, 2020. http://resolver.tudelft.nl/uuid:70821fb8-7df3-48e9-8058-0e10cbb97492.

MLA Handbook (7th Edition):

Gensen, M R A (author). “Wave overtopping in harbour areas.” 2017. Web. 10 Jul 2020.

Vancouver:

Gensen MRA(. Wave overtopping in harbour areas. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Jul 10]. Available from: http://resolver.tudelft.nl/uuid:70821fb8-7df3-48e9-8058-0e10cbb97492.

Council of Science Editors:

Gensen MRA(. Wave overtopping in harbour areas. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:70821fb8-7df3-48e9-8058-0e10cbb97492

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