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You searched for +publisher:"Delft University of Technology" +contributor:("Uijttewaal, W.S.J."). Showing records 1 – 30 of 128 total matches.

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Delft University of Technology

1. Bergsma, E.W.J. 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:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ed78fb13-3356-404c-980c-4103890cef17

Chicago Manual of Style (16th Edition):

Bergsma, E W J. “Turbulence in shallow jet flows:.” 2011. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:ed78fb13-3356-404c-980c-4103890cef17.

MLA Handbook (7th Edition):

Bergsma, E W J. “Turbulence in shallow jet flows:.” 2011. Web. 17 Jun 2019.

Vancouver:

Bergsma EWJ. Turbulence in shallow jet flows:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:ed78fb13-3356-404c-980c-4103890cef17.

Council of Science Editors:

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


Delft University of Technology

2. Vermaas, D.A. Mixing layers in open channel flow with abrupt bed roughness changes:.

Degree: 2008, Delft University of Technology

 Hydraulic roughness is a key factor in modeling open channel flow. The frictional effects of roughness elements are generally parameterized by a roughness coefficient, representative… (more)

Subjects/Keywords: mixing layers; bed roughness; abrupt roughness changes; hydraulic roughness

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APA (6th Edition):

Vermaas, D. A. (2008). Mixing layers in open channel flow with abrupt bed roughness changes:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:00130806-deb5-4f82-8c45-28eeca69249c

Chicago Manual of Style (16th Edition):

Vermaas, D A. “Mixing layers in open channel flow with abrupt bed roughness changes:.” 2008. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:00130806-deb5-4f82-8c45-28eeca69249c.

MLA Handbook (7th Edition):

Vermaas, D A. “Mixing layers in open channel flow with abrupt bed roughness changes:.” 2008. Web. 17 Jun 2019.

Vancouver:

Vermaas DA. Mixing layers in open channel flow with abrupt bed roughness changes:. [Internet] [Masters thesis]. Delft University of Technology; 2008. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:00130806-deb5-4f82-8c45-28eeca69249c.

Council of Science Editors:

Vermaas DA. Mixing layers in open channel flow with abrupt bed roughness changes:. [Masters Thesis]. Delft University of Technology; 2008. Available from: http://resolver.tudelft.nl/uuid:00130806-deb5-4f82-8c45-28eeca69249c


Delft University of Technology

3. Meijers, P.C. 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. “Development of the Generalised Hybrid Turbulence Model for RANS simulations:.” 2016. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:3cdd5d24-9d46-4e8b-aad4-9a415a40da31.

MLA Handbook (7th Edition):

Meijers, P C. “Development of the Generalised Hybrid Turbulence Model for RANS simulations:.” 2016. Web. 17 Jun 2019.

Vancouver:

Meijers PC. Development of the Generalised Hybrid Turbulence Model for RANS simulations:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Jun 17]. 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


Delft University of Technology

4. Kurniawan, V. 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. “The Wind of Changes on the Kapellebank Tidal Flat, The Westerschelde:.” 2016. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:0384cc21-908c-46a8-bebe-9098618df8f2.

MLA Handbook (7th Edition):

Kurniawan, V. “The Wind of Changes on the Kapellebank Tidal Flat, The Westerschelde:.” 2016. Web. 17 Jun 2019.

Vancouver:

Kurniawan V. The Wind of Changes on the Kapellebank Tidal Flat, The Westerschelde:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Jun 17]. 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

5. Vereijken, K.H. Stability of the IJsselkop bifurcation at design discharge:.

Degree: 2016, Delft University of Technology

 A hydrodynamic study shows high flow velocities at the IJsselkop bifurcation during the design discharge of 16,000 m3/s. The study, performed in 2005, concludes that… (more)

Subjects/Keywords: IJsselkop; bifurcation; rivers; bed stability

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APA (6th Edition):

Vereijken, K. H. (2016). Stability of the IJsselkop bifurcation at design discharge:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3295421f-bba2-4f32-b08c-9a9dbe0d2824

Chicago Manual of Style (16th Edition):

Vereijken, K H. “Stability of the IJsselkop bifurcation at design discharge:.” 2016. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:3295421f-bba2-4f32-b08c-9a9dbe0d2824.

MLA Handbook (7th Edition):

Vereijken, K H. “Stability of the IJsselkop bifurcation at design discharge:.” 2016. Web. 17 Jun 2019.

Vancouver:

Vereijken KH. Stability of the IJsselkop bifurcation at design discharge:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:3295421f-bba2-4f32-b08c-9a9dbe0d2824.

Council of Science Editors:

Vereijken KH. Stability of the IJsselkop bifurcation at design discharge:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:3295421f-bba2-4f32-b08c-9a9dbe0d2824


Delft University of Technology

6. Coquet, M.A.J.P. Aeolian transport on beach based on field measurement on the Dutch coast:.

Degree: 2010, Delft University of Technology

 During the winter 2009, beach and dune nourishments have been executed at Vlugtenburg (Holland coast) in order to reinforce the coastal defense. Natural processes such… (more)

Subjects/Keywords: field study; aeolian transport; saltiphone; Bagnold’s equation; fetch effect; laser scanner; Delfland coast

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APA (6th Edition):

Coquet, M. A. J. P. (2010). Aeolian transport on beach based on field measurement on the Dutch coast:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:32307352-0baa-48b1-9167-c1699c0c2fd3

Chicago Manual of Style (16th Edition):

Coquet, M A J P. “Aeolian transport on beach based on field measurement on the Dutch coast:.” 2010. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:32307352-0baa-48b1-9167-c1699c0c2fd3.

MLA Handbook (7th Edition):

Coquet, M A J P. “Aeolian transport on beach based on field measurement on the Dutch coast:.” 2010. Web. 17 Jun 2019.

Vancouver:

Coquet MAJP. Aeolian transport on beach based on field measurement on the Dutch coast:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:32307352-0baa-48b1-9167-c1699c0c2fd3.

Council of Science Editors:

Coquet MAJP. Aeolian transport on beach based on field measurement on the Dutch coast:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:32307352-0baa-48b1-9167-c1699c0c2fd3


Delft University of Technology

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

Degree: 2009, Delft University of Technology

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Van Zwicht, B N M. “Effect of the concrete density on the stability of Xbloc armour units:.” 2009. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:8866d0ca-1ecf-4ea0-bb91-f0623a14de94.

MLA Handbook (7th Edition):

Van Zwicht, B N M. “Effect of the concrete density on the stability of Xbloc armour units:.” 2009. Web. 17 Jun 2019.

Vancouver:

Van Zwicht BNM. Effect of the concrete density on the stability of Xbloc armour units:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:8866d0ca-1ecf-4ea0-bb91-f0623a14de94.

Council of Science Editors:

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


Delft University of Technology

8. Meijers, P.C. 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:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b59ff02c-ab63-49c7-80b1-6478809f6889

Chicago Manual of Style (16th Edition):

Meijers, P C. “Performance of RANS turbulence models for the numerical simulation of the flow affected by micro vortex generators:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:b59ff02c-ab63-49c7-80b1-6478809f6889.

MLA Handbook (7th Edition):

Meijers, P C. “Performance of RANS turbulence models for the numerical simulation of the flow affected by micro vortex generators:.” 2015. Web. 17 Jun 2019.

Vancouver:

Meijers PC. Performance of RANS turbulence models for the numerical simulation of the flow affected by micro vortex generators:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:b59ff02c-ab63-49c7-80b1-6478809f6889.

Council of Science Editors:

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


Delft University of Technology

9. Nieuwboer, B.J. 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. “Numerical modelling of Colorado sandbar growth: An improved formulation of sediment transport and underwater slope slumping:.” 2012. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:05456bce-152c-4e3b-9c9c-19e63d23e30c.

MLA Handbook (7th Edition):

Nieuwboer, B J. “Numerical modelling of Colorado sandbar growth: An improved formulation of sediment transport and underwater slope slumping:.” 2012. Web. 17 Jun 2019.

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 2019 Jun 17]. 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

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

Degree: 2010, Delft University of Technology

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Mulders, P H M. “Breakwaters under construction exposed to oblique waves:.” 2010. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:cc04f91a-4f2d-4c6c-9c8e-a803a258f500.

MLA Handbook (7th Edition):

Mulders, P H M. “Breakwaters under construction exposed to oblique waves:.” 2010. Web. 17 Jun 2019.

Vancouver:

Mulders PHM. Breakwaters under construction exposed to oblique waves:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:cc04f91a-4f2d-4c6c-9c8e-a803a258f500.

Council of Science Editors:

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


Delft University of Technology

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

Degree: 2015, Delft University of Technology

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Verpoorten, S P K. “Numerical evaluation of stability methods for rubble mound breakwater toes:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:3de220e6-34cb-4f0b-b432-791b82f96902.

MLA Handbook (7th Edition):

Verpoorten, S P K. “Numerical evaluation of stability methods for rubble mound breakwater toes:.” 2015. Web. 17 Jun 2019.

Vancouver:

Verpoorten SPK. Numerical evaluation of stability methods for rubble mound breakwater toes:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jun 17]. 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

12. Berkhout, B. Waves arising from Hirano’s conservation model for mixed-size sediment morphodynamics: an experimental study:.

Degree: 2015, Delft University of Technology

 River bed degradation is sometimes counteracted with nourishment of sediment material. Numerical models — which include Hirano’s sediment continuity model for mixed-size sediment — can… (more)

Subjects/Keywords: river; sediment; morphodynamics; sorting; Hirano; morphology; Ribberink

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APA (6th Edition):

Berkhout, B. (2015). Waves arising from Hirano’s conservation model for mixed-size sediment morphodynamics: an experimental study:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:77eeb146-9880-43bb-af68-0fd450eb932d

Chicago Manual of Style (16th Edition):

Berkhout, B. “Waves arising from Hirano’s conservation model for mixed-size sediment morphodynamics: an experimental study:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:77eeb146-9880-43bb-af68-0fd450eb932d.

MLA Handbook (7th Edition):

Berkhout, B. “Waves arising from Hirano’s conservation model for mixed-size sediment morphodynamics: an experimental study:.” 2015. Web. 17 Jun 2019.

Vancouver:

Berkhout B. Waves arising from Hirano’s conservation model for mixed-size sediment morphodynamics: an experimental study:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:77eeb146-9880-43bb-af68-0fd450eb932d.

Council of Science Editors:

Berkhout B. Waves arising from Hirano’s conservation model for mixed-size sediment morphodynamics: an experimental study:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:77eeb146-9880-43bb-af68-0fd450eb932d

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

Degree: 2015, Delft University of Technology

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Van der Neut, E M. “Analysis of the notional permeability of rubble mound breakwaters by means of a VOF model:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:44ece14d-e307-424a-8f55-08d756c743b3.

MLA Handbook (7th Edition):

Van der Neut, E M. “Analysis of the notional permeability of rubble mound breakwaters by means of a VOF model:.” 2015. Web. 17 Jun 2019.

Vancouver:

Van der Neut EM. Analysis of the notional permeability of rubble mound breakwaters by means of a VOF model:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jun 17]. 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

14. Keen, A.S. 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 (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. “Erosive bar migration using density and diameter scaled sediment:.” 2011. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:42438f18-4a91-45e3-ae52-f716ab7cdadd.

MLA Handbook (7th Edition):

Keen, A S. “Erosive bar migration using density and diameter scaled sediment:.” 2011. Web. 17 Jun 2019.

Vancouver:

Keen AS. Erosive bar migration using density and diameter scaled sediment:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Jun 17]. 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

15. Van der Meer, A.W. 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. “Outer-Bank Shear Stress in River Bends: Numerical Modeling of Curved Flow:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:dc42e0d3-ea09-4c0f-8575-8353fc3cf455.

MLA Handbook (7th Edition):

Van der Meer, A W. “Outer-Bank Shear Stress in River Bends: Numerical Modeling of Curved Flow:.” 2015. Web. 17 Jun 2019.

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 2019 Jun 17]. 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

16. Bakker, S.A. Uncertainty analysis of the mud infill prediction of the Olokola LNG terminal:.

Degree: 2009, Delft University of Technology

 For a proposed liquefied natural gas export facility, Olokola LNG (OKLNG), located at the western limits of the Niger Delta in Nigeria a 10 km… (more)

Subjects/Keywords: mud; uncertainty; infill prediction

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APA (6th Edition):

Bakker, S. A. (2009). Uncertainty analysis of the mud infill prediction of the Olokola LNG terminal:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:daaebdd2-c581-4cbc-b3da-25db7657b3b9

Chicago Manual of Style (16th Edition):

Bakker, S A. “Uncertainty analysis of the mud infill prediction of the Olokola LNG terminal:.” 2009. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:daaebdd2-c581-4cbc-b3da-25db7657b3b9.

MLA Handbook (7th Edition):

Bakker, S A. “Uncertainty analysis of the mud infill prediction of the Olokola LNG terminal:.” 2009. Web. 17 Jun 2019.

Vancouver:

Bakker SA. Uncertainty analysis of the mud infill prediction of the Olokola LNG terminal:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:daaebdd2-c581-4cbc-b3da-25db7657b3b9.

Council of Science Editors:

Bakker SA. Uncertainty analysis of the mud infill prediction of the Olokola LNG terminal:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:daaebdd2-c581-4cbc-b3da-25db7657b3b9


Delft University of Technology

17. Samudero, M.P. Breakwater roundheads under construction exposed to oblique waves:.

Degree: 2010, Delft University of Technology

 Construction of breakwaters is performed consecutively from core layer, filter layer, up to the armour layer. During construction, excessive damage is often encountered on core… (more)

Subjects/Keywords: Berm breakwater; Roundheads; Oblique waves; Longshore transport; Grading; Breakwater cores

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APA (6th Edition):

Samudero, M. P. (2010). Breakwater roundheads under construction exposed to oblique waves:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1a45673f-9df8-4a6e-aaee-adfe21aa5cb5

Chicago Manual of Style (16th Edition):

Samudero, M P. “Breakwater roundheads under construction exposed to oblique waves:.” 2010. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:1a45673f-9df8-4a6e-aaee-adfe21aa5cb5.

MLA Handbook (7th Edition):

Samudero, M P. “Breakwater roundheads under construction exposed to oblique waves:.” 2010. Web. 17 Jun 2019.

Vancouver:

Samudero MP. Breakwater roundheads under construction exposed to oblique waves:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:1a45673f-9df8-4a6e-aaee-adfe21aa5cb5.

Council of Science Editors:

Samudero MP. Breakwater roundheads under construction exposed to oblique waves:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:1a45673f-9df8-4a6e-aaee-adfe21aa5cb5


Delft University of Technology

18. Van der Linde, J.P. Stability of single layer armour units on low-crested structures:.

Degree: 2009, Delft University of Technology

 Two dimensional physical model tests are executed with Xbloc armour units on low crested structures to answer the objective. On the basis of findings in… (more)

Subjects/Keywords: Xbloc; armour unit; breakwater

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APA (6th Edition):

Van der Linde, J. P. (2009). Stability of single layer armour units on low-crested structures:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1f995447-3078-4d99-801f-60b19d1116f2

Chicago Manual of Style (16th Edition):

Van der Linde, J P. “Stability of single layer armour units on low-crested structures:.” 2009. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:1f995447-3078-4d99-801f-60b19d1116f2.

MLA Handbook (7th Edition):

Van der Linde, J P. “Stability of single layer armour units on low-crested structures:.” 2009. Web. 17 Jun 2019.

Vancouver:

Van der Linde JP. Stability of single layer armour units on low-crested structures:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:1f995447-3078-4d99-801f-60b19d1116f2.

Council of Science Editors:

Van der Linde JP. Stability of single layer armour units on low-crested structures:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:1f995447-3078-4d99-801f-60b19d1116f2


Delft University of Technology

19. Disco, M.J. 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. “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 June 17, 2019. http://resolver.tudelft.nl/uuid:cb6658a3-c9ca-4c8a-a443-2094ba99b174.

MLA Handbook (7th Edition):

Disco, M J. “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. 17 Jun 2019.

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 2019 Jun 17]. 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

20. Lioutas, A.C. Experimental research on spatial distribution of overtopping:.

Degree: 2010, Delft University of Technology

 The overtopping empirical formulas calculate the discharge only at the top of the crest of a coastal protection structure. On the other hand, the tolerable… (more)

Subjects/Keywords: breakwater; physical modelling

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APA (6th Edition):

Lioutas, A. C. (2010). Experimental research on spatial distribution of overtopping:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0122fe2e-0260-489f-b258-6e167fa9a621

Chicago Manual of Style (16th Edition):

Lioutas, A C. “Experimental research on spatial distribution of overtopping:.” 2010. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:0122fe2e-0260-489f-b258-6e167fa9a621.

MLA Handbook (7th Edition):

Lioutas, A C. “Experimental research on spatial distribution of overtopping:.” 2010. Web. 17 Jun 2019.

Vancouver:

Lioutas AC. Experimental research on spatial distribution of overtopping:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:0122fe2e-0260-489f-b258-6e167fa9a621.

Council of Science Editors:

Lioutas AC. Experimental research on spatial distribution of overtopping:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:0122fe2e-0260-489f-b258-6e167fa9a621


Delft University of Technology

21. Zoon, A. Cobble Sea Defence: Hydraulic Interface Stability of Sand underlying a Single Filter Layer:.

Degree: 2010, Delft University of Technology

 A cobble sea defence appears to be an easy constructible protection, with relatively low total costs of ownership. Flume tests show that sand under such… (more)

Subjects/Keywords: cobble beach; cobble sea defence; single filter layer; turbulence

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APA (6th Edition):

Zoon, A. (2010). Cobble Sea Defence: Hydraulic Interface Stability of Sand underlying a Single Filter Layer:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:cc41f76b-c6d0-4ae8-88ac-7789f02e5db8

Chicago Manual of Style (16th Edition):

Zoon, A. “Cobble Sea Defence: Hydraulic Interface Stability of Sand underlying a Single Filter Layer:.” 2010. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:cc41f76b-c6d0-4ae8-88ac-7789f02e5db8.

MLA Handbook (7th Edition):

Zoon, A. “Cobble Sea Defence: Hydraulic Interface Stability of Sand underlying a Single Filter Layer:.” 2010. Web. 17 Jun 2019.

Vancouver:

Zoon A. Cobble Sea Defence: Hydraulic Interface Stability of Sand underlying a Single Filter Layer:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:cc41f76b-c6d0-4ae8-88ac-7789f02e5db8.

Council of Science Editors:

Zoon A. Cobble Sea Defence: Hydraulic Interface Stability of Sand underlying a Single Filter Layer:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:cc41f76b-c6d0-4ae8-88ac-7789f02e5db8


Delft University of Technology

22. Ren, Y. 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. “Breach Flow Modeled as Flow over a Weir:.” 2012. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:b53b74c0-6ab6-4e0e-bcd6-6754f4138ad7.

MLA Handbook (7th Edition):

Ren, Y. “Breach Flow Modeled as Flow over a Weir:.” 2012. Web. 17 Jun 2019.

Vancouver:

Ren Y. Breach Flow Modeled as Flow over a Weir:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Jun 17]. 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

23. Van Broekhoven, P.J.M. 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. “The influence of armour layer and core permeability on the wave run-up:.” 2011. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:d60a9711-aefc-44fa-b91e-1ab47930f2ec.

MLA Handbook (7th Edition):

Van Broekhoven, P J M. “The influence of armour layer and core permeability on the wave run-up:.” 2011. Web. 17 Jun 2019.

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 2019 Jun 17]. 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

24. Ni, Y. 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. “Drag forces on vegetation due to waves and currents:.” 2014. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:0f6ee54a-098d-4fe7-b298-04ae64459acd.

MLA Handbook (7th Edition):

Ni, Y. “Drag forces on vegetation due to waves and currents:.” 2014. Web. 17 Jun 2019.

Vancouver:

Ni Y. Drag forces on vegetation due to waves and currents:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Jun 17]. 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

25. Maljaars, J.M. 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. “A hybrid particle-mesh method for simulating free surface flows:.” 2016. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:d894370d-f6df-4433-8ee0-7692a43e857a.

MLA Handbook (7th Edition):

Maljaars, J M. “A hybrid particle-mesh method for simulating free surface flows:.” 2016. Web. 17 Jun 2019.

Vancouver:

Maljaars JM. A hybrid particle-mesh method for simulating free surface flows:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Jun 17]. 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

26. Van Sabben, A.J. Sharp bend flow: Comparison of Delft3D-FLOW with LES and measurements for sharp bends:.

Degree: 2010, Delft University of Technology

 For a proper management of rivers and river bends in particular, it is important to have good models to predict the flows through bends. It… (more)

Subjects/Keywords: shar-bend flow; turbulence; secondary circulation; Delft3D-FLOW; LES; equilibrium-bed; horizontal-bed

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APA (6th Edition):

Van Sabben, A. J. (2010). Sharp bend flow: Comparison of Delft3D-FLOW with LES and measurements for sharp bends:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:00bcacca-f04e-4c17-8955-ad922bf0fbc7

Chicago Manual of Style (16th Edition):

Van Sabben, A J. “Sharp bend flow: Comparison of Delft3D-FLOW with LES and measurements for sharp bends:.” 2010. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:00bcacca-f04e-4c17-8955-ad922bf0fbc7.

MLA Handbook (7th Edition):

Van Sabben, A J. “Sharp bend flow: Comparison of Delft3D-FLOW with LES and measurements for sharp bends:.” 2010. Web. 17 Jun 2019.

Vancouver:

Van Sabben AJ. Sharp bend flow: Comparison of Delft3D-FLOW with LES and measurements for sharp bends:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:00bcacca-f04e-4c17-8955-ad922bf0fbc7.

Council of Science Editors:

Van Sabben AJ. Sharp bend flow: Comparison of Delft3D-FLOW with LES and measurements for sharp bends:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:00bcacca-f04e-4c17-8955-ad922bf0fbc7


Delft University of Technology

27. Van den Bosch, I.C. Numerical modeling of wave run-up on a dike: Simulations with the VOF-model ComFLOW:.

Degree: 2010, Delft University of Technology

 Wave fields in the close vicinity of a coastal structure can be very complex, this is especially the case during extreme storm conditions and for… (more)

Subjects/Keywords: ComFLOW; VOF-model; Run-up; Run-down; Numerical modeling; wave-structure interaction

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APA (6th Edition):

Van den Bosch, I. C. (2010). Numerical modeling of wave run-up on a dike: Simulations with the VOF-model ComFLOW:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:17f019d4-ed5a-4b7e-8603-84409b1a48cd

Chicago Manual of Style (16th Edition):

Van den Bosch, I C. “Numerical modeling of wave run-up on a dike: Simulations with the VOF-model ComFLOW:.” 2010. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:17f019d4-ed5a-4b7e-8603-84409b1a48cd.

MLA Handbook (7th Edition):

Van den Bosch, I C. “Numerical modeling of wave run-up on a dike: Simulations with the VOF-model ComFLOW:.” 2010. Web. 17 Jun 2019.

Vancouver:

Van den Bosch IC. Numerical modeling of wave run-up on a dike: Simulations with the VOF-model ComFLOW:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:17f019d4-ed5a-4b7e-8603-84409b1a48cd.

Council of Science Editors:

Van den Bosch IC. Numerical modeling of wave run-up on a dike: Simulations with the VOF-model ComFLOW:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:17f019d4-ed5a-4b7e-8603-84409b1a48cd


Delft University of Technology

28. Van Denderen, R.P. 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. “Bed level changes in the Waal during floods:.” 2014. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:06c25338-de69-4dc2-b8e4-c9e32423361a.

MLA Handbook (7th Edition):

Van Denderen, R P. “Bed level changes in the Waal during floods:.” 2014. Web. 17 Jun 2019.

Vancouver:

Van Denderen RP. Bed level changes in the Waal during floods:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Jun 17]. 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

29. Bil, R. The spreading of corpse scent in water: finding a submerged corpse with the help of fluidmechanical knowledge:.

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

 A search for a victim of drowning is not always successful in practice: according to a rough guess only one out of ten corpses is… (more)

Subjects/Keywords: turbulence; submerged corpse; scent; guidelines

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

APA (6th Edition):

Bil, R. (2008). The spreading of corpse scent in water: finding a submerged corpse with the help of fluidmechanical knowledge:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a32ec3f6-6020-45e8-be89-9f097dd661fc

Chicago Manual of Style (16th Edition):

Bil, R. “The spreading of corpse scent in water: finding a submerged corpse with the help of fluidmechanical knowledge:.” 2008. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:a32ec3f6-6020-45e8-be89-9f097dd661fc.

MLA Handbook (7th Edition):

Bil, R. “The spreading of corpse scent in water: finding a submerged corpse with the help of fluidmechanical knowledge:.” 2008. Web. 17 Jun 2019.

Vancouver:

Bil R. The spreading of corpse scent in water: finding a submerged corpse with the help of fluidmechanical knowledge:. [Internet] [Masters thesis]. Delft University of Technology; 2008. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:a32ec3f6-6020-45e8-be89-9f097dd661fc.

Council of Science Editors:

Bil R. The spreading of corpse scent in water: finding a submerged corpse with the help of fluidmechanical knowledge:. [Masters Thesis]. Delft University of Technology; 2008. Available from: http://resolver.tudelft.nl/uuid:a32ec3f6-6020-45e8-be89-9f097dd661fc


Delft University of Technology

30. Oosthoek, J. The stability of synthetic gabions in waves:.

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

 Gabion mattresses consist out of a steel wire grid in which fill material is retained. The advantage of these constructions is that the individual particle… (more)

Subjects/Keywords: gabion; mattress; stability; stability; geogrid

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Oosthoek, J. (2008). The stability of synthetic gabions in waves:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ee1dae45-df5d-4e79-9769-960cfe1ead2b

Chicago Manual of Style (16th Edition):

Oosthoek, J. “The stability of synthetic gabions in waves:.” 2008. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:ee1dae45-df5d-4e79-9769-960cfe1ead2b.

MLA Handbook (7th Edition):

Oosthoek, J. “The stability of synthetic gabions in waves:.” 2008. Web. 17 Jun 2019.

Vancouver:

Oosthoek J. The stability of synthetic gabions in waves:. [Internet] [Masters thesis]. Delft University of Technology; 2008. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:ee1dae45-df5d-4e79-9769-960cfe1ead2b.

Council of Science Editors:

Oosthoek J. The stability of synthetic gabions in waves:. [Masters Thesis]. Delft University of Technology; 2008. Available from: http://resolver.tudelft.nl/uuid:ee1dae45-df5d-4e79-9769-960cfe1ead2b

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