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You searched for subject:(Hydraulic structures). Showing records 1 – 30 of 112 total matches.

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Delft University of Technology

1. Olsthoorn, thom (author). The reconstruction of Riskeer: WBI2017 assessment tool focused on hydraulic structures.

Degree: 2017, Delft University of Technology

 The reliability assessment of hydraulic structures, in primary water defences before 2017, is characterised by exceedance probabilities and implicit uncertainty. In January of 2017, the… (more)

Subjects/Keywords: Riskeer; WBI2017; Hydraulic structures; PCRing

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APA (6th Edition):

Olsthoorn, t. (. (2017). The reconstruction of Riskeer: WBI2017 assessment tool focused on hydraulic structures. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:76dbe808-cd3b-456b-8bb6-b98567e79919

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):

Olsthoorn, thom (author). “The reconstruction of Riskeer: WBI2017 assessment tool focused on hydraulic structures.” 2017. Thesis, Delft University of Technology. Accessed March 07, 2021. http://resolver.tudelft.nl/uuid:76dbe808-cd3b-456b-8bb6-b98567e79919.

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

MLA Handbook (7th Edition):

Olsthoorn, thom (author). “The reconstruction of Riskeer: WBI2017 assessment tool focused on hydraulic structures.” 2017. Web. 07 Mar 2021.

Vancouver:

Olsthoorn t(. The reconstruction of Riskeer: WBI2017 assessment tool focused on hydraulic structures. [Internet] [Thesis]. Delft University of Technology; 2017. [cited 2021 Mar 07]. Available from: http://resolver.tudelft.nl/uuid:76dbe808-cd3b-456b-8bb6-b98567e79919.

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

Council of Science Editors:

Olsthoorn t(. The reconstruction of Riskeer: WBI2017 assessment tool focused on hydraulic structures. [Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:76dbe808-cd3b-456b-8bb6-b98567e79919

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


Delft University of Technology

2. Perez Gomez, I.C. (author). Dynamic Behaviour of Large Hydraulic Structures in FRP.

Degree: 2014, Delft University of Technology

The demand for the reduction of maintenance of structures especially those in marine environments is increasing and more is asked of structures in terms of… (more)

Subjects/Keywords: FRP; Composite; Hydraulic Structures; Dynamics

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APA (6th Edition):

Perez Gomez, I. C. (. (2014). Dynamic Behaviour of Large Hydraulic Structures in FRP. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5b46c197-d2fd-4a99-9493-962c5a6ed3cf

Chicago Manual of Style (16th Edition):

Perez Gomez, I C (author). “Dynamic Behaviour of Large Hydraulic Structures in FRP.” 2014. Masters Thesis, Delft University of Technology. Accessed March 07, 2021. http://resolver.tudelft.nl/uuid:5b46c197-d2fd-4a99-9493-962c5a6ed3cf.

MLA Handbook (7th Edition):

Perez Gomez, I C (author). “Dynamic Behaviour of Large Hydraulic Structures in FRP.” 2014. Web. 07 Mar 2021.

Vancouver:

Perez Gomez IC(. Dynamic Behaviour of Large Hydraulic Structures in FRP. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2021 Mar 07]. Available from: http://resolver.tudelft.nl/uuid:5b46c197-d2fd-4a99-9493-962c5a6ed3cf.

Council of Science Editors:

Perez Gomez IC(. Dynamic Behaviour of Large Hydraulic Structures in FRP. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:5b46c197-d2fd-4a99-9493-962c5a6ed3cf


Delft University of Technology

3. Rupke, T. (author). Framework for a risk informed maintenance strategy for deteriorating hydraulic structures.

Degree: 2013, Delft University of Technology

Civil structures, especially hydraulic structures, are subject to influences from the environment around the structure. As a result of these influences the structure degrades, which… (more)

Subjects/Keywords: risk; maintenance; hydraulic; structures

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APA (6th Edition):

Rupke, T. (. (2013). Framework for a risk informed maintenance strategy for deteriorating hydraulic structures. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e4bf3779-a18e-4898-97b9-e55c0d22e158

Chicago Manual of Style (16th Edition):

Rupke, T (author). “Framework for a risk informed maintenance strategy for deteriorating hydraulic structures.” 2013. Masters Thesis, Delft University of Technology. Accessed March 07, 2021. http://resolver.tudelft.nl/uuid:e4bf3779-a18e-4898-97b9-e55c0d22e158.

MLA Handbook (7th Edition):

Rupke, T (author). “Framework for a risk informed maintenance strategy for deteriorating hydraulic structures.” 2013. Web. 07 Mar 2021.

Vancouver:

Rupke T(. Framework for a risk informed maintenance strategy for deteriorating hydraulic structures. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2021 Mar 07]. Available from: http://resolver.tudelft.nl/uuid:e4bf3779-a18e-4898-97b9-e55c0d22e158.

Council of Science Editors:

Rupke T(. Framework for a risk informed maintenance strategy for deteriorating hydraulic structures. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:e4bf3779-a18e-4898-97b9-e55c0d22e158


Technical University of Lisbon

4. Capelo, António João Costa. Relatório Integrador da Atividade Profissional. As infra-estruturas dos aproveitamentos hidroagricolas. Estudos e Projetos.

Degree: 2014, Technical University of Lisbon

Mestrado em Engenharia Agronómica - Ramo de Engenharia Rural / Instituto Superior de Agronomia

Over the last 26 years, my professional career has been directed… (more)

Subjects/Keywords: hydraulic structures; agricultural hydraulics; design; Alqueva

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APA (6th Edition):

Capelo, A. J. C. (2014). Relatório Integrador da Atividade Profissional. As infra-estruturas dos aproveitamentos hidroagricolas. Estudos e Projetos. (Thesis). Technical University of Lisbon. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:www.repository.utl.pt:10400.5/7065

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):

Capelo, António João Costa. “Relatório Integrador da Atividade Profissional. As infra-estruturas dos aproveitamentos hidroagricolas. Estudos e Projetos.” 2014. Thesis, Technical University of Lisbon. Accessed March 07, 2021. https://www.rcaap.pt/detail.jsp?id=oai:www.repository.utl.pt:10400.5/7065.

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

MLA Handbook (7th Edition):

Capelo, António João Costa. “Relatório Integrador da Atividade Profissional. As infra-estruturas dos aproveitamentos hidroagricolas. Estudos e Projetos.” 2014. Web. 07 Mar 2021.

Vancouver:

Capelo AJC. Relatório Integrador da Atividade Profissional. As infra-estruturas dos aproveitamentos hidroagricolas. Estudos e Projetos. [Internet] [Thesis]. Technical University of Lisbon; 2014. [cited 2021 Mar 07]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:www.repository.utl.pt:10400.5/7065.

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

Council of Science Editors:

Capelo AJC. Relatório Integrador da Atividade Profissional. As infra-estruturas dos aproveitamentos hidroagricolas. Estudos e Projetos. [Thesis]. Technical University of Lisbon; 2014. Available from: https://www.rcaap.pt/detail.jsp?id=oai:www.repository.utl.pt:10400.5/7065

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


Delft University of Technology

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

Degree: 2019, Delft University of Technology

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Zhang, Yuxi (author). “Overtopping hazard reduction at Churchill Barriers, Scotland.” 2019. Masters Thesis, Delft University of Technology. Accessed March 07, 2021. http://resolver.tudelft.nl/uuid:c85968f2-b2eb-4158-bdd1-2357caae4ddf.

MLA Handbook (7th Edition):

Zhang, Yuxi (author). “Overtopping hazard reduction at Churchill Barriers, Scotland.” 2019. Web. 07 Mar 2021.

Vancouver:

Zhang Y(. Overtopping hazard reduction at Churchill Barriers, Scotland. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2021 Mar 07]. Available from: http://resolver.tudelft.nl/uuid:c85968f2-b2eb-4158-bdd1-2357caae4ddf.

Council of Science Editors:

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


Delft University of Technology

6. Horsten, B.P.M. (author). The Design of Inflatable Hydraulic Structures.

Degree: 2016, Delft University of Technology

Additional thesis with a size of 10 European Credits. A Finite Element Method model is established for an inflatable barrier. The inflatable storm barrier of… (more)

Subjects/Keywords: FEM-model; Inflatable hydraulic structures; Ramspol; EASY

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APA (6th Edition):

Horsten, B. P. M. (. (2016). The Design of Inflatable Hydraulic Structures. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:20a83ebc-1da6-4b91-819b-7cb3446d7cf0

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):

Horsten, B P M (author). “The Design of Inflatable Hydraulic Structures.” 2016. Thesis, Delft University of Technology. Accessed March 07, 2021. http://resolver.tudelft.nl/uuid:20a83ebc-1da6-4b91-819b-7cb3446d7cf0.

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

MLA Handbook (7th Edition):

Horsten, B P M (author). “The Design of Inflatable Hydraulic Structures.” 2016. Web. 07 Mar 2021.

Vancouver:

Horsten BPM(. The Design of Inflatable Hydraulic Structures. [Internet] [Thesis]. Delft University of Technology; 2016. [cited 2021 Mar 07]. Available from: http://resolver.tudelft.nl/uuid:20a83ebc-1da6-4b91-819b-7cb3446d7cf0.

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

Council of Science Editors:

Horsten BPM(. The Design of Inflatable Hydraulic Structures. [Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:20a83ebc-1da6-4b91-819b-7cb3446d7cf0

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


University of Johannesburg

7. Coetzee, Gerhard. 'n Aanpasbare energieabsorbeerder vir 'n helikoptersitplek.

Degree: 2014, University of Johannesburg

M.Ing. (Mechanical Engineering)

The development of crashworthy seats for helicopters during the past three decades is discussed. The primary design criteria is mentioned and the… (more)

Subjects/Keywords: Airplanes - Seats; Hydraulic structures - Design and construction; Hydraulic engineering

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APA (6th Edition):

Coetzee, G. (2014). 'n Aanpasbare energieabsorbeerder vir 'n helikoptersitplek. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/12100

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):

Coetzee, Gerhard. “'n Aanpasbare energieabsorbeerder vir 'n helikoptersitplek.” 2014. Thesis, University of Johannesburg. Accessed March 07, 2021. http://hdl.handle.net/10210/12100.

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

MLA Handbook (7th Edition):

Coetzee, Gerhard. “'n Aanpasbare energieabsorbeerder vir 'n helikoptersitplek.” 2014. Web. 07 Mar 2021.

Vancouver:

Coetzee G. 'n Aanpasbare energieabsorbeerder vir 'n helikoptersitplek. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2021 Mar 07]. Available from: http://hdl.handle.net/10210/12100.

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

Council of Science Editors:

Coetzee G. 'n Aanpasbare energieabsorbeerder vir 'n helikoptersitplek. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/12100

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


West Virginia University

8. Lu, Yingxiang. Composites for hydraulic structures: a review.

Degree: MS, Lane Department of Computer Science and Electrical Engineering, 2018, West Virginia University

  Composites for hydraulic structures: a review Composites have evolved over the years and are making major in-roads into the marine, aviation and other industries… (more)

Subjects/Keywords: FRP composite; hydraulic structures; waterway; navigational structures; PIANC; WG 191

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APA (6th Edition):

Lu, Y. (2018). Composites for hydraulic structures: a review. (Thesis). West Virginia University. Retrieved from https://doi.org/10.33915/etd.4008 ; https://researchrepository.wvu.edu/etd/4008

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):

Lu, Yingxiang. “Composites for hydraulic structures: a review.” 2018. Thesis, West Virginia University. Accessed March 07, 2021. https://doi.org/10.33915/etd.4008 ; https://researchrepository.wvu.edu/etd/4008.

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

MLA Handbook (7th Edition):

Lu, Yingxiang. “Composites for hydraulic structures: a review.” 2018. Web. 07 Mar 2021.

Vancouver:

Lu Y. Composites for hydraulic structures: a review. [Internet] [Thesis]. West Virginia University; 2018. [cited 2021 Mar 07]. Available from: https://doi.org/10.33915/etd.4008 ; https://researchrepository.wvu.edu/etd/4008.

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

Council of Science Editors:

Lu Y. Composites for hydraulic structures: a review. [Thesis]. West Virginia University; 2018. Available from: https://doi.org/10.33915/etd.4008 ; https://researchrepository.wvu.edu/etd/4008

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


University of Tasmania

9. Barton, Andrew F. Friction, roughness and boundary layer characteristics of freshwater biofilms in hydraulic conduits.

Degree: 2006, University of Tasmania

Hydraulic conduits are vulnerable to deterioration in their carrying capacity over time due to biofilm development and accumulation on internal surfaces. It is generally recognised… (more)

Subjects/Keywords: Channels (Hydraulic engineering); Pipelines; Hydraulic structures

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APA (6th Edition):

Barton, A. F. (2006). Friction, roughness and boundary layer characteristics of freshwater biofilms in hydraulic conduits. (Thesis). University of Tasmania. Retrieved from https://eprints.utas.edu.au/19236/1/whole_BartonAndrewF2007_thesis.pdf ; https://eprints.utas.edu.au/19236/13/whole_BartonAndrewF2007Vol2_thesis_ex_pub_mat.pdf ; https://eprints.utas.edu.au/19236/2/whole_BartonAndrewF2007Vol2_thesis.pdf ; https://eprints.utas.edu.au/19236/19/Appendix%20A.zip

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):

Barton, Andrew F. “Friction, roughness and boundary layer characteristics of freshwater biofilms in hydraulic conduits.” 2006. Thesis, University of Tasmania. Accessed March 07, 2021. https://eprints.utas.edu.au/19236/1/whole_BartonAndrewF2007_thesis.pdf ; https://eprints.utas.edu.au/19236/13/whole_BartonAndrewF2007Vol2_thesis_ex_pub_mat.pdf ; https://eprints.utas.edu.au/19236/2/whole_BartonAndrewF2007Vol2_thesis.pdf ; https://eprints.utas.edu.au/19236/19/Appendix%20A.zip.

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

MLA Handbook (7th Edition):

Barton, Andrew F. “Friction, roughness and boundary layer characteristics of freshwater biofilms in hydraulic conduits.” 2006. Web. 07 Mar 2021.

Vancouver:

Barton AF. Friction, roughness and boundary layer characteristics of freshwater biofilms in hydraulic conduits. [Internet] [Thesis]. University of Tasmania; 2006. [cited 2021 Mar 07]. Available from: https://eprints.utas.edu.au/19236/1/whole_BartonAndrewF2007_thesis.pdf ; https://eprints.utas.edu.au/19236/13/whole_BartonAndrewF2007Vol2_thesis_ex_pub_mat.pdf ; https://eprints.utas.edu.au/19236/2/whole_BartonAndrewF2007Vol2_thesis.pdf ; https://eprints.utas.edu.au/19236/19/Appendix%20A.zip.

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

Council of Science Editors:

Barton AF. Friction, roughness and boundary layer characteristics of freshwater biofilms in hydraulic conduits. [Thesis]. University of Tasmania; 2006. Available from: https://eprints.utas.edu.au/19236/1/whole_BartonAndrewF2007_thesis.pdf ; https://eprints.utas.edu.au/19236/13/whole_BartonAndrewF2007Vol2_thesis_ex_pub_mat.pdf ; https://eprints.utas.edu.au/19236/2/whole_BartonAndrewF2007Vol2_thesis.pdf ; https://eprints.utas.edu.au/19236/19/Appendix%20A.zip

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


Stellenbosch University

10. Fraser, Cameron Neal. Ski-jump energy dissipation : design of a ski-jump to maximise energy dissipation and aeration.

Degree: MEng, Civil Engineering, 2016, Stellenbosch University

ENGLISH ABSTRACT: One of the most effective and economical methods for the dissipation of hydraulic energy from flood waters is to project the flows into… (more)

Subjects/Keywords: Ski-jump (Hydraulic engineering  – Energy dissipation; Energy dissipation; Air entrainment; Channels (Hydraulic engineering); Hydraulic structures; UCTD

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

APA (6th Edition):

Fraser, C. N. (2016). Ski-jump energy dissipation : design of a ski-jump to maximise energy dissipation and aeration. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/98421

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):

Fraser, Cameron Neal. “Ski-jump energy dissipation : design of a ski-jump to maximise energy dissipation and aeration.” 2016. Thesis, Stellenbosch University. Accessed March 07, 2021. http://hdl.handle.net/10019.1/98421.

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

MLA Handbook (7th Edition):

Fraser, Cameron Neal. “Ski-jump energy dissipation : design of a ski-jump to maximise energy dissipation and aeration.” 2016. Web. 07 Mar 2021.

Vancouver:

Fraser CN. Ski-jump energy dissipation : design of a ski-jump to maximise energy dissipation and aeration. [Internet] [Thesis]. Stellenbosch University; 2016. [cited 2021 Mar 07]. Available from: http://hdl.handle.net/10019.1/98421.

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

Council of Science Editors:

Fraser CN. Ski-jump energy dissipation : design of a ski-jump to maximise energy dissipation and aeration. [Thesis]. Stellenbosch University; 2016. Available from: http://hdl.handle.net/10019.1/98421

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

11. Vandiver, J. Kim. Structural evaluation of fixed offshore platforms.

Degree: 1975, MIT and Woods Hole Oceanographic Institution

 In fixed offshore structures, damage incurred below the waterline is often difficult to detect, but significant enough to be the source of a subsequent massive… (more)

Subjects/Keywords: Offshore structures; Structural dynamics; Hydraulic structures

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APA (6th Edition):

Vandiver, J. K. (1975). Structural evaluation of fixed offshore platforms. (Thesis). MIT and Woods Hole Oceanographic Institution. Retrieved from http://hdl.handle.net/1912/1360

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):

Vandiver, J Kim. “Structural evaluation of fixed offshore platforms.” 1975. Thesis, MIT and Woods Hole Oceanographic Institution. Accessed March 07, 2021. http://hdl.handle.net/1912/1360.

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

MLA Handbook (7th Edition):

Vandiver, J Kim. “Structural evaluation of fixed offshore platforms.” 1975. Web. 07 Mar 2021.

Vancouver:

Vandiver JK. Structural evaluation of fixed offshore platforms. [Internet] [Thesis]. MIT and Woods Hole Oceanographic Institution; 1975. [cited 2021 Mar 07]. Available from: http://hdl.handle.net/1912/1360.

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

Council of Science Editors:

Vandiver JK. Structural evaluation of fixed offshore platforms. [Thesis]. MIT and Woods Hole Oceanographic Institution; 1975. Available from: http://hdl.handle.net/1912/1360

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


Colorado State University

12. Ubing, Caroline. Baffle-post structures for flow control in open channels.

Degree: MS(M.S.), Civil and Environmental Engineering, 2015, Colorado State University

 This thesis presents theory and laboratory findings regarding the hydraulic performance of baffle-post structures used as a means for controlling flow in open channels. Such… (more)

Subjects/Keywords: grade control structures; hydraulic structures; flow control; sediment transport; head loss coefficient

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APA (6th Edition):

Ubing, C. (2015). Baffle-post structures for flow control in open channels. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/166972

Chicago Manual of Style (16th Edition):

Ubing, Caroline. “Baffle-post structures for flow control in open channels.” 2015. Masters Thesis, Colorado State University. Accessed March 07, 2021. http://hdl.handle.net/10217/166972.

MLA Handbook (7th Edition):

Ubing, Caroline. “Baffle-post structures for flow control in open channels.” 2015. Web. 07 Mar 2021.

Vancouver:

Ubing C. Baffle-post structures for flow control in open channels. [Internet] [Masters thesis]. Colorado State University; 2015. [cited 2021 Mar 07]. Available from: http://hdl.handle.net/10217/166972.

Council of Science Editors:

Ubing C. Baffle-post structures for flow control in open channels. [Masters Thesis]. Colorado State University; 2015. Available from: http://hdl.handle.net/10217/166972


Ryerson University

13. Fan, Celia W.M. Environmental Restoration Of Concrete Flood-Control Channels.

Degree: 2012, Ryerson University

 Many rivers and streams throughout the world in the past century were severely affected by human activities including water extraction, watershed land use changes, power… (more)

Subjects/Keywords: Flood control channels; Hydraulic structures; Frictional resistance (Hydrodynamics)

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APA (6th Edition):

Fan, C. W. M. (2012). Environmental Restoration Of Concrete Flood-Control Channels. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1732

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):

Fan, Celia W M. “Environmental Restoration Of Concrete Flood-Control Channels.” 2012. Thesis, Ryerson University. Accessed March 07, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A1732.

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

MLA Handbook (7th Edition):

Fan, Celia W M. “Environmental Restoration Of Concrete Flood-Control Channels.” 2012. Web. 07 Mar 2021.

Vancouver:

Fan CWM. Environmental Restoration Of Concrete Flood-Control Channels. [Internet] [Thesis]. Ryerson University; 2012. [cited 2021 Mar 07]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1732.

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

Council of Science Editors:

Fan CWM. Environmental Restoration Of Concrete Flood-Control Channels. [Thesis]. Ryerson University; 2012. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1732

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

14. Roselli, Rafael Gustavo. Extravasor labirinto em aproveitamentos hidrelétricos.

Degree: Mestrado, Engenharia Hidráulica, 2012, University of São Paulo

O presente trabalho apresenta soluções e análises desenvolvidas em estruturas extravasoras em aproveitamentos a fio dágua, envolvendo análises nos critérios de operação de diversos tipos… (more)

Subjects/Keywords: Descarregador labirinto; Estruturas hidráulicas; Hydraulic structures; Spillway; Spillway labyrinth; Vertedor

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

APA (6th Edition):

Roselli, R. G. (2012). Extravasor labirinto em aproveitamentos hidrelétricos. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3147/tde-21062013-102441/ ;

Chicago Manual of Style (16th Edition):

Roselli, Rafael Gustavo. “Extravasor labirinto em aproveitamentos hidrelétricos.” 2012. Masters Thesis, University of São Paulo. Accessed March 07, 2021. http://www.teses.usp.br/teses/disponiveis/3/3147/tde-21062013-102441/ ;.

MLA Handbook (7th Edition):

Roselli, Rafael Gustavo. “Extravasor labirinto em aproveitamentos hidrelétricos.” 2012. Web. 07 Mar 2021.

Vancouver:

Roselli RG. Extravasor labirinto em aproveitamentos hidrelétricos. [Internet] [Masters thesis]. University of São Paulo; 2012. [cited 2021 Mar 07]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3147/tde-21062013-102441/ ;.

Council of Science Editors:

Roselli RG. Extravasor labirinto em aproveitamentos hidrelétricos. [Masters Thesis]. University of São Paulo; 2012. Available from: http://www.teses.usp.br/teses/disponiveis/3/3147/tde-21062013-102441/ ;

15. Booysen, Zane. Berm height at temporarily open/closed estuaries in South Africa: analysis and predictive methods.

Degree: MEng, Civil Engineering, 2017, Stellenbosch University

 ENGLISH ABSTRACT: This study investigates the berm crest elevation at South African Temporarily Open/Closed Estuaries (TOCE), as well as the processes involved in berm growth,… (more)

Subjects/Keywords: Estuaries  – Hydrodynamics; Hydraulic structures; Wave runup; Embankments; Overwash; UCTD

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APA (6th Edition):

Booysen, Z. (2017). Berm height at temporarily open/closed estuaries in South Africa: analysis and predictive methods. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/102800

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):

Booysen, Zane. “Berm height at temporarily open/closed estuaries in South Africa: analysis and predictive methods.” 2017. Thesis, Stellenbosch University. Accessed March 07, 2021. http://hdl.handle.net/10019.1/102800.

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

MLA Handbook (7th Edition):

Booysen, Zane. “Berm height at temporarily open/closed estuaries in South Africa: analysis and predictive methods.” 2017. Web. 07 Mar 2021.

Vancouver:

Booysen Z. Berm height at temporarily open/closed estuaries in South Africa: analysis and predictive methods. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2021 Mar 07]. Available from: http://hdl.handle.net/10019.1/102800.

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

Council of Science Editors:

Booysen Z. Berm height at temporarily open/closed estuaries in South Africa: analysis and predictive methods. [Thesis]. Stellenbosch University; 2017. Available from: http://hdl.handle.net/10019.1/102800

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


Lithuanian University of Agriculture

16. Grigalavičius, Antanas. UAB „Raseinių žuvininkystė″ ūkinės veiklos ir hidrotechnikos statinių būklės analizė.

Degree: Master, Environmental Engineering and Land Management, 2009, Lithuanian University of Agriculture

UAB ,,Raseinių žuvininkystės“ tvenkiniai suformuoti 1967-1979 m. Jie išsidėstę trijose vietose: šalia Gabšių gyvenvietės – Raseinių tvenkinių kompleksas, maitinamas Prabaudos upės vandeniu; Upės upelio slėnyje… (more)

Subjects/Keywords: Žuvininkystė; Hidrotechniniai statiniai; Tvenkiniai; The fishponds; Evaluated according; Hydraulic structures

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APA (6th Edition):

Grigalavičius, Antanas. (2009). UAB „Raseinių žuvininkystė″ ūkinės veiklos ir hidrotechnikos statinių būklės analizė. (Masters Thesis). Lithuanian University of Agriculture. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20090114_155033-37606 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

Grigalavičius, Antanas. “UAB „Raseinių žuvininkystė″ ūkinės veiklos ir hidrotechnikos statinių būklės analizė.” 2009. Masters Thesis, Lithuanian University of Agriculture. Accessed March 07, 2021. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20090114_155033-37606 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

Grigalavičius, Antanas. “UAB „Raseinių žuvininkystė″ ūkinės veiklos ir hidrotechnikos statinių būklės analizė.” 2009. Web. 07 Mar 2021.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Grigalavičius, Antanas. UAB „Raseinių žuvininkystė″ ūkinės veiklos ir hidrotechnikos statinių būklės analizė. [Internet] [Masters thesis]. Lithuanian University of Agriculture; 2009. [cited 2021 Mar 07]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20090114_155033-37606 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Grigalavičius, Antanas. UAB „Raseinių žuvininkystė″ ūkinės veiklos ir hidrotechnikos statinių būklės analizė. [Masters Thesis]. Lithuanian University of Agriculture; 2009. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20090114_155033-37606 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


Stellenbosch University

17. Muller, Gert Victor. An appropriate size of toe rock for vertical seawalls.

Degree: MEng, Civil Engineering, 2016, Stellenbosch University

ENGLISH ABSTRACT: The design and construction of an appropriate vertical seawall/breakwater is an important part of an engineering project since the incident and reflective wave… (more)

Subjects/Keywords: Seawall; Hydraulic structures; Structural stability; UCTD; Breakwaters  – Design and construction

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

APA (6th Edition):

Muller, G. V. (2016). An appropriate size of toe rock for vertical seawalls. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/100301

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):

Muller, Gert Victor. “An appropriate size of toe rock for vertical seawalls.” 2016. Thesis, Stellenbosch University. Accessed March 07, 2021. http://hdl.handle.net/10019.1/100301.

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

MLA Handbook (7th Edition):

Muller, Gert Victor. “An appropriate size of toe rock for vertical seawalls.” 2016. Web. 07 Mar 2021.

Vancouver:

Muller GV. An appropriate size of toe rock for vertical seawalls. [Internet] [Thesis]. Stellenbosch University; 2016. [cited 2021 Mar 07]. Available from: http://hdl.handle.net/10019.1/100301.

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

Council of Science Editors:

Muller GV. An appropriate size of toe rock for vertical seawalls. [Thesis]. Stellenbosch University; 2016. Available from: http://hdl.handle.net/10019.1/100301

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


Delft University of Technology

18. Vermeij, D.A.A.N. (author). Flood risk reduction interventions for the New York City subway system: A research on the impact of storm surge and sea level rise on the safety against flooding in urban delta's.

Degree: 2016, Delft University of Technology

 On 29 October 2012 hurricane Sandy hit the coast of New York City. This category 1 hurricane had a devastating effect: large parts of the… (more)

Subjects/Keywords: Flood risk; New York City; Hydraulic structures; metro; subway; protection

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APA (6th Edition):

Vermeij, D. A. A. N. (. (2016). Flood risk reduction interventions for the New York City subway system: A research on the impact of storm surge and sea level rise on the safety against flooding in urban delta's. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:db184167-b1b7-4dd1-b7f0-623df2352fe0

Chicago Manual of Style (16th Edition):

Vermeij, D A A N (author). “Flood risk reduction interventions for the New York City subway system: A research on the impact of storm surge and sea level rise on the safety against flooding in urban delta's.” 2016. Masters Thesis, Delft University of Technology. Accessed March 07, 2021. http://resolver.tudelft.nl/uuid:db184167-b1b7-4dd1-b7f0-623df2352fe0.

MLA Handbook (7th Edition):

Vermeij, D A A N (author). “Flood risk reduction interventions for the New York City subway system: A research on the impact of storm surge and sea level rise on the safety against flooding in urban delta's.” 2016. Web. 07 Mar 2021.

Vancouver:

Vermeij DAAN(. Flood risk reduction interventions for the New York City subway system: A research on the impact of storm surge and sea level rise on the safety against flooding in urban delta's. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2021 Mar 07]. Available from: http://resolver.tudelft.nl/uuid:db184167-b1b7-4dd1-b7f0-623df2352fe0.

Council of Science Editors:

Vermeij DAAN(. Flood risk reduction interventions for the New York City subway system: A research on the impact of storm surge and sea level rise on the safety against flooding in urban delta's. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:db184167-b1b7-4dd1-b7f0-623df2352fe0


Delft University of Technology

19. Sleeuwaegen, Shannon (author). The dynamic behaviour of hydraulic structures caused by wave impact loads: Enhancing the present design method in time and space.

Degree: 2020, Delft University of Technology

At this moment hydraulic structures are designed based on a simple method: the Dynamic Amplification Factor (DAF) method. This method does not consider the full… (more)

Subjects/Keywords: Hydraulic structures; dynamic behaviour; Dynamic Amplification Factor; Afsluitdijk

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APA (6th Edition):

Sleeuwaegen, S. (. (2020). The dynamic behaviour of hydraulic structures caused by wave impact loads: Enhancing the present design method in time and space. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:43767bbe-454b-4482-96b9-1eb067e5cefd

Chicago Manual of Style (16th Edition):

Sleeuwaegen, Shannon (author). “The dynamic behaviour of hydraulic structures caused by wave impact loads: Enhancing the present design method in time and space.” 2020. Masters Thesis, Delft University of Technology. Accessed March 07, 2021. http://resolver.tudelft.nl/uuid:43767bbe-454b-4482-96b9-1eb067e5cefd.

MLA Handbook (7th Edition):

Sleeuwaegen, Shannon (author). “The dynamic behaviour of hydraulic structures caused by wave impact loads: Enhancing the present design method in time and space.” 2020. Web. 07 Mar 2021.

Vancouver:

Sleeuwaegen S(. The dynamic behaviour of hydraulic structures caused by wave impact loads: Enhancing the present design method in time and space. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2021 Mar 07]. Available from: http://resolver.tudelft.nl/uuid:43767bbe-454b-4482-96b9-1eb067e5cefd.

Council of Science Editors:

Sleeuwaegen S(. The dynamic behaviour of hydraulic structures caused by wave impact loads: Enhancing the present design method in time and space. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:43767bbe-454b-4482-96b9-1eb067e5cefd


Utah State University

20. Ashby, Tyler J. Evaluating the Hydraulic Performance of Digital Photogrammetry-Derived 3-Dimensional Models of a Hydraulic Structure Using Computational Fluid Dynamics.

Degree: MS, Civil and Environmental Engineering, 2020, Utah State University

  This research investigated the combination of aerial imagery, photogrammetry, and computational fluid dynamics (CFD). Two 3D models of an 8-ft ramp flume were developed… (more)

Subjects/Keywords: UAV; Photogrammetry; CFD Modeling; Hydraulic Structures; Civil and Environmental Engineering

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APA (6th Edition):

Ashby, T. J. (2020). Evaluating the Hydraulic Performance of Digital Photogrammetry-Derived 3-Dimensional Models of a Hydraulic Structure Using Computational Fluid Dynamics. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/7807

Chicago Manual of Style (16th Edition):

Ashby, Tyler J. “Evaluating the Hydraulic Performance of Digital Photogrammetry-Derived 3-Dimensional Models of a Hydraulic Structure Using Computational Fluid Dynamics.” 2020. Masters Thesis, Utah State University. Accessed March 07, 2021. https://digitalcommons.usu.edu/etd/7807.

MLA Handbook (7th Edition):

Ashby, Tyler J. “Evaluating the Hydraulic Performance of Digital Photogrammetry-Derived 3-Dimensional Models of a Hydraulic Structure Using Computational Fluid Dynamics.” 2020. Web. 07 Mar 2021.

Vancouver:

Ashby TJ. Evaluating the Hydraulic Performance of Digital Photogrammetry-Derived 3-Dimensional Models of a Hydraulic Structure Using Computational Fluid Dynamics. [Internet] [Masters thesis]. Utah State University; 2020. [cited 2021 Mar 07]. Available from: https://digitalcommons.usu.edu/etd/7807.

Council of Science Editors:

Ashby TJ. Evaluating the Hydraulic Performance of Digital Photogrammetry-Derived 3-Dimensional Models of a Hydraulic Structure Using Computational Fluid Dynamics. [Masters Thesis]. Utah State University; 2020. Available from: https://digitalcommons.usu.edu/etd/7807


Delft University of Technology

21. Been, S.K. (author). Smoothed Particle Hydrodynamic Modelling of Wave Impact: A numerical and theoretical analysis of non-breaking wave loads on structures with overhang.

Degree: 2020, Delft University of Technology

Hydraulic structures can be prone to impulsive wave impact, which is a highly stochastic and uncertain process. This type of impact, defined by extreme pressure… (more)

Subjects/Keywords: Smooth particle hydrodynamics; Wave impacts; Pressure impulse; Numerical modelling; Hydraulic structures

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APA (6th Edition):

Been, S. K. (. (2020). Smoothed Particle Hydrodynamic Modelling of Wave Impact: A numerical and theoretical analysis of non-breaking wave loads on structures with overhang. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:da456924-c5e4-4e93-8780-cc0853850ddc

Chicago Manual of Style (16th Edition):

Been, S K (author). “Smoothed Particle Hydrodynamic Modelling of Wave Impact: A numerical and theoretical analysis of non-breaking wave loads on structures with overhang.” 2020. Masters Thesis, Delft University of Technology. Accessed March 07, 2021. http://resolver.tudelft.nl/uuid:da456924-c5e4-4e93-8780-cc0853850ddc.

MLA Handbook (7th Edition):

Been, S K (author). “Smoothed Particle Hydrodynamic Modelling of Wave Impact: A numerical and theoretical analysis of non-breaking wave loads on structures with overhang.” 2020. Web. 07 Mar 2021.

Vancouver:

Been SK(. Smoothed Particle Hydrodynamic Modelling of Wave Impact: A numerical and theoretical analysis of non-breaking wave loads on structures with overhang. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2021 Mar 07]. Available from: http://resolver.tudelft.nl/uuid:da456924-c5e4-4e93-8780-cc0853850ddc.

Council of Science Editors:

Been SK(. Smoothed Particle Hydrodynamic Modelling of Wave Impact: A numerical and theoretical analysis of non-breaking wave loads on structures with overhang. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:da456924-c5e4-4e93-8780-cc0853850ddc


Universidade do Rio Grande do Sul

22. Prá, Mauricio Dai. Uma abordagem para determinação das pressões junto ao fundo de dissipadores de energia por ressalto hidráulico.

Degree: 2011, Universidade do Rio Grande do Sul

O dimensionamento seguro e econômico de dissipadores de energia por ressalto hidráulico formado a jusante de vertedouros passa pela compreensão de como se processa a… (more)

Subjects/Keywords: Estruturas hidráulicas; Hydraulic structures; Flutuacoes de pressao; Fluctuating pressures; Ressalto hidraulico; Hydraulic jump; Dissipadores de energia

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APA (6th Edition):

Prá, M. D. (2011). Uma abordagem para determinação das pressões junto ao fundo de dissipadores de energia por ressalto hidráulico. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/49156

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):

Prá, Mauricio Dai. “Uma abordagem para determinação das pressões junto ao fundo de dissipadores de energia por ressalto hidráulico.” 2011. Thesis, Universidade do Rio Grande do Sul. Accessed March 07, 2021. http://hdl.handle.net/10183/49156.

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

MLA Handbook (7th Edition):

Prá, Mauricio Dai. “Uma abordagem para determinação das pressões junto ao fundo de dissipadores de energia por ressalto hidráulico.” 2011. Web. 07 Mar 2021.

Vancouver:

Prá MD. Uma abordagem para determinação das pressões junto ao fundo de dissipadores de energia por ressalto hidráulico. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2011. [cited 2021 Mar 07]. Available from: http://hdl.handle.net/10183/49156.

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

Council of Science Editors:

Prá MD. Uma abordagem para determinação das pressões junto ao fundo de dissipadores de energia por ressalto hidráulico. [Thesis]. Universidade do Rio Grande do Sul; 2011. Available from: http://hdl.handle.net/10183/49156

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


Florida International University

23. Hamedi, Amirmasoud. Advanced Characterization of Hydraulic Structures for Flow Regime Control: Experimental Developement.

Degree: PhD, Civil Engineering, 2017, Florida International University

  A good understanding of flow in a number of hydraulic structures, such as energy dissipators, among others, is needed to effectively control upstream and… (more)

Subjects/Keywords: Hydraulic structures; gate; gate with an expansion; gate with a contraction; flow stability factor; flow stability number; efficiency index; Hydraulic Engineering

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APA (6th Edition):

Hamedi, A. (2017). Advanced Characterization of Hydraulic Structures for Flow Regime Control: Experimental Developement. (Doctoral Dissertation). Florida International University. Retrieved from https://digitalcommons.fiu.edu/etd/3369 ; 10.25148/etd.FIDC001966 ; FIDC001966

Chicago Manual of Style (16th Edition):

Hamedi, Amirmasoud. “Advanced Characterization of Hydraulic Structures for Flow Regime Control: Experimental Developement.” 2017. Doctoral Dissertation, Florida International University. Accessed March 07, 2021. https://digitalcommons.fiu.edu/etd/3369 ; 10.25148/etd.FIDC001966 ; FIDC001966.

MLA Handbook (7th Edition):

Hamedi, Amirmasoud. “Advanced Characterization of Hydraulic Structures for Flow Regime Control: Experimental Developement.” 2017. Web. 07 Mar 2021.

Vancouver:

Hamedi A. Advanced Characterization of Hydraulic Structures for Flow Regime Control: Experimental Developement. [Internet] [Doctoral dissertation]. Florida International University; 2017. [cited 2021 Mar 07]. Available from: https://digitalcommons.fiu.edu/etd/3369 ; 10.25148/etd.FIDC001966 ; FIDC001966.

Council of Science Editors:

Hamedi A. Advanced Characterization of Hydraulic Structures for Flow Regime Control: Experimental Developement. [Doctoral Dissertation]. Florida International University; 2017. Available from: https://digitalcommons.fiu.edu/etd/3369 ; 10.25148/etd.FIDC001966 ; FIDC001966

24. Jain, Ravinder K. Navigation lock structure analysis by finite element method.

Degree: Civil Engineering, 1971, Texas Tech University

Subjects/Keywords: Locks (Hydraulic engineering); Hydraulic structures  – Computer programs

…system. XI CHAPTER I INTRODUCTION Many complex water resources structures with, nonlinear… …sophistication, are possible for only a very few idealized structures. For a meaningful practical… …geometries. Therefore, complex water resources structures can be analyzed by using this technique… …The design and construction of large water resources structures (e.g. dams, navigation… …locks and other similar structures) involves substantial costs. In the United States… 

Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7

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APA (6th Edition):

Jain, R. K. (1971). Navigation lock structure analysis by finite element method. (Thesis). Texas Tech University. Retrieved from http://hdl.handle.net/2346/21904

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):

Jain, Ravinder K. “Navigation lock structure analysis by finite element method.” 1971. Thesis, Texas Tech University. Accessed March 07, 2021. http://hdl.handle.net/2346/21904.

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

MLA Handbook (7th Edition):

Jain, Ravinder K. “Navigation lock structure analysis by finite element method.” 1971. Web. 07 Mar 2021.

Vancouver:

Jain RK. Navigation lock structure analysis by finite element method. [Internet] [Thesis]. Texas Tech University; 1971. [cited 2021 Mar 07]. Available from: http://hdl.handle.net/2346/21904.

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

Council of Science Editors:

Jain RK. Navigation lock structure analysis by finite element method. [Thesis]. Texas Tech University; 1971. Available from: http://hdl.handle.net/2346/21904

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


Delft University of Technology

25. Tuin, H.G. (author). New canalization of the Nederrijn and Lek: Design of a weir equipped with fibre reinforced polymer gates which is designed using a structured design methodology based on Systems Engineering.

Degree: 2013, Delft University of Technology

 The Nederrijn and Lek are presently dammed by three weirs, build in 1960 till 1970, which are located near the village of Driel, Amerongen, and… (more)

Subjects/Keywords: weir design; dam regime design; Systems Engineering; canalization; fibre reinforced polymer structures; fibre reinforced polymer gates; FRP; river engineering; hydraulic structures

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

APA (6th Edition):

Tuin, H. G. (. (2013). New canalization of the Nederrijn and Lek: Design of a weir equipped with fibre reinforced polymer gates which is designed using a structured design methodology based on Systems Engineering. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:7b5960ad-261d-4ccc-9945-32f6f5f68a1f

Chicago Manual of Style (16th Edition):

Tuin, H G (author). “New canalization of the Nederrijn and Lek: Design of a weir equipped with fibre reinforced polymer gates which is designed using a structured design methodology based on Systems Engineering.” 2013. Masters Thesis, Delft University of Technology. Accessed March 07, 2021. http://resolver.tudelft.nl/uuid:7b5960ad-261d-4ccc-9945-32f6f5f68a1f.

MLA Handbook (7th Edition):

Tuin, H G (author). “New canalization of the Nederrijn and Lek: Design of a weir equipped with fibre reinforced polymer gates which is designed using a structured design methodology based on Systems Engineering.” 2013. Web. 07 Mar 2021.

Vancouver:

Tuin HG(. New canalization of the Nederrijn and Lek: Design of a weir equipped with fibre reinforced polymer gates which is designed using a structured design methodology based on Systems Engineering. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2021 Mar 07]. Available from: http://resolver.tudelft.nl/uuid:7b5960ad-261d-4ccc-9945-32f6f5f68a1f.

Council of Science Editors:

Tuin HG(. New canalization of the Nederrijn and Lek: Design of a weir equipped with fibre reinforced polymer gates which is designed using a structured design methodology based on Systems Engineering. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:7b5960ad-261d-4ccc-9945-32f6f5f68a1f


Stellenbosch University

26. Van Wageningen, Esmé. Design of rubble-mound foundations for vertical seawalls: scour, screed layer and berm width.

Degree: MEng, Civil Engineering, 2018, Stellenbosch University

ENGLISH ABSTRACT: Coastal erosion has always been a challenging problem to solve for coastal engineers since it is such a complex process that threatens valuable… (more)

Subjects/Keywords: Rubble mound breakwaters; Scour (Hydraulic engineering); Vertical seawall; Marine structures; UCTD; Erosion

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

APA (6th Edition):

Van Wageningen, E. (2018). Design of rubble-mound foundations for vertical seawalls: scour, screed layer and berm width. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/104988

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

Chicago Manual of Style (16th Edition):

Van Wageningen, Esmé. “Design of rubble-mound foundations for vertical seawalls: scour, screed layer and berm width.” 2018. Thesis, Stellenbosch University. Accessed March 07, 2021. http://hdl.handle.net/10019.1/104988.

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

MLA Handbook (7th Edition):

Van Wageningen, Esmé. “Design of rubble-mound foundations for vertical seawalls: scour, screed layer and berm width.” 2018. Web. 07 Mar 2021.

Vancouver:

Van Wageningen E. Design of rubble-mound foundations for vertical seawalls: scour, screed layer and berm width. [Internet] [Thesis]. Stellenbosch University; 2018. [cited 2021 Mar 07]. Available from: http://hdl.handle.net/10019.1/104988.

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

Council of Science Editors:

Van Wageningen E. Design of rubble-mound foundations for vertical seawalls: scour, screed layer and berm width. [Thesis]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/104988

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


Lithuanian University of Agriculture

27. Skominas, Rytis. Aplinkos poveikio sukeltų pažaidų įtaka hidrotechnikos statinių patikimumui ir remonto ilgaamžiškumui.

Degree: PhD, Environmental Engineering and Land Management, 2009, Lithuanian University of Agriculture

Šio darbo tikslas – įvertinti CC1 pasekmių klasės hidrotechnikos statinių konstrukcijų patikimumą įtakojančius pagrindinius veiksnius bei konstrukcijų remonto metodus, užtikrinančius statinių ilgaamžiškumą. Statant hidrotechnikos statinius… (more)

Subjects/Keywords: Hidrotechnikos statiniai; Gelžbetoninės konstrukcijos; Patikimumas; Remontas; Ilgaamžiškumas; Hydraulic structures; Reinforced concrete; Reliability; Repair; Durability

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

APA (6th Edition):

Skominas, R. (2009). Aplinkos poveikio sukeltų pažaidų įtaka hidrotechnikos statinių patikimumui ir remonto ilgaamžiškumui. (Doctoral Dissertation). Lithuanian University of Agriculture. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20090115_105148-90205 ;

Chicago Manual of Style (16th Edition):

Skominas, Rytis. “Aplinkos poveikio sukeltų pažaidų įtaka hidrotechnikos statinių patikimumui ir remonto ilgaamžiškumui.” 2009. Doctoral Dissertation, Lithuanian University of Agriculture. Accessed March 07, 2021. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20090115_105148-90205 ;.

MLA Handbook (7th Edition):

Skominas, Rytis. “Aplinkos poveikio sukeltų pažaidų įtaka hidrotechnikos statinių patikimumui ir remonto ilgaamžiškumui.” 2009. Web. 07 Mar 2021.

Vancouver:

Skominas R. Aplinkos poveikio sukeltų pažaidų įtaka hidrotechnikos statinių patikimumui ir remonto ilgaamžiškumui. [Internet] [Doctoral dissertation]. Lithuanian University of Agriculture; 2009. [cited 2021 Mar 07]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20090115_105148-90205 ;.

Council of Science Editors:

Skominas R. Aplinkos poveikio sukeltų pažaidų įtaka hidrotechnikos statinių patikimumui ir remonto ilgaamžiškumui. [Doctoral Dissertation]. Lithuanian University of Agriculture; 2009. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20090115_105148-90205 ;


University of South Africa

28. Laisi, Elton. Development of a flood-frequency model for the river basins of the Central Region of Malawi as a tool for engineering design and disaster preparedness in flood-prone areas .

Degree: 2016, University of South Africa

 Since 1971, a number of flood frequency models have been developed for river basins in Malawi for use in the design of hydraulic structures, but… (more)

Subjects/Keywords: Flood frequency; Homogeneity test; Hydraulic structures; Land use and land cover change; Return period

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

APA (6th Edition):

Laisi, E. (2016). Development of a flood-frequency model for the river basins of the Central Region of Malawi as a tool for engineering design and disaster preparedness in flood-prone areas . (Masters Thesis). University of South Africa. Retrieved from http://hdl.handle.net/10500/23597

Chicago Manual of Style (16th Edition):

Laisi, Elton. “Development of a flood-frequency model for the river basins of the Central Region of Malawi as a tool for engineering design and disaster preparedness in flood-prone areas .” 2016. Masters Thesis, University of South Africa. Accessed March 07, 2021. http://hdl.handle.net/10500/23597.

MLA Handbook (7th Edition):

Laisi, Elton. “Development of a flood-frequency model for the river basins of the Central Region of Malawi as a tool for engineering design and disaster preparedness in flood-prone areas .” 2016. Web. 07 Mar 2021.

Vancouver:

Laisi E. Development of a flood-frequency model for the river basins of the Central Region of Malawi as a tool for engineering design and disaster preparedness in flood-prone areas . [Internet] [Masters thesis]. University of South Africa; 2016. [cited 2021 Mar 07]. Available from: http://hdl.handle.net/10500/23597.

Council of Science Editors:

Laisi E. Development of a flood-frequency model for the river basins of the Central Region of Malawi as a tool for engineering design and disaster preparedness in flood-prone areas . [Masters Thesis]. University of South Africa; 2016. Available from: http://hdl.handle.net/10500/23597


Delft University of Technology

29. Jebli Ouazzani, Hamid (author). Reliability updating of experienced Hydraulic Structures by account of inspections: Case study: Poiree weir Roermond.

Degree: 2016, Delft University of Technology

The Dutch Ministry of Infrastructure and Environment manages approximately five hundred hydraulic structures and is responsible for the remaining life of these experienced structures. In… (more)

Subjects/Keywords: Reliability analysis; Risk Informed Maintenance; RAMS; Hydraulic structures; Bayesian Inference; Strength deterioration; Expected lifespan

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

APA (6th Edition):

Jebli Ouazzani, H. (. (2016). Reliability updating of experienced Hydraulic Structures by account of inspections: Case study: Poiree weir Roermond. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4e2b905b-9ee0-4f61-aed9-c46179081ee6

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):

Jebli Ouazzani, Hamid (author). “Reliability updating of experienced Hydraulic Structures by account of inspections: Case study: Poiree weir Roermond.” 2016. Thesis, Delft University of Technology. Accessed March 07, 2021. http://resolver.tudelft.nl/uuid:4e2b905b-9ee0-4f61-aed9-c46179081ee6.

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

MLA Handbook (7th Edition):

Jebli Ouazzani, Hamid (author). “Reliability updating of experienced Hydraulic Structures by account of inspections: Case study: Poiree weir Roermond.” 2016. Web. 07 Mar 2021.

Vancouver:

Jebli Ouazzani H(. Reliability updating of experienced Hydraulic Structures by account of inspections: Case study: Poiree weir Roermond. [Internet] [Thesis]. Delft University of Technology; 2016. [cited 2021 Mar 07]. Available from: http://resolver.tudelft.nl/uuid:4e2b905b-9ee0-4f61-aed9-c46179081ee6.

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

Council of Science Editors:

Jebli Ouazzani H(. Reliability updating of experienced Hydraulic Structures by account of inspections: Case study: Poiree weir Roermond. [Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:4e2b905b-9ee0-4f61-aed9-c46179081ee6

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


Delft University of Technology

30. de Heer, Danny (author). De nieuwe generatie Maasstuwen: Een geschikte uitvoeringsoplossing voor een nieuwe stuw bij Linne.

Degree: 2020, Delft University of Technology

 The weirs in the river Meuse reach their theoretical lifespan. The weirs were built in the early 1930s and now one is faced with a… (more)

Subjects/Keywords: Meuse; Weir; Hydraulic structures; Structural engineering; Obermeyer; Construction; Deal with uncertainties; Rijkswaterstaat

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

APA (6th Edition):

de Heer, D. (. (2020). De nieuwe generatie Maasstuwen: Een geschikte uitvoeringsoplossing voor een nieuwe stuw bij Linne. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:56ba6297-37a5-45cc-8c4d-d43f46e4403a

Chicago Manual of Style (16th Edition):

de Heer, Danny (author). “De nieuwe generatie Maasstuwen: Een geschikte uitvoeringsoplossing voor een nieuwe stuw bij Linne.” 2020. Masters Thesis, Delft University of Technology. Accessed March 07, 2021. http://resolver.tudelft.nl/uuid:56ba6297-37a5-45cc-8c4d-d43f46e4403a.

MLA Handbook (7th Edition):

de Heer, Danny (author). “De nieuwe generatie Maasstuwen: Een geschikte uitvoeringsoplossing voor een nieuwe stuw bij Linne.” 2020. Web. 07 Mar 2021.

Vancouver:

de Heer D(. De nieuwe generatie Maasstuwen: Een geschikte uitvoeringsoplossing voor een nieuwe stuw bij Linne. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2021 Mar 07]. Available from: http://resolver.tudelft.nl/uuid:56ba6297-37a5-45cc-8c4d-d43f46e4403a.

Council of Science Editors:

de Heer D(. De nieuwe generatie Maasstuwen: Een geschikte uitvoeringsoplossing voor een nieuwe stuw bij Linne. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:56ba6297-37a5-45cc-8c4d-d43f46e4403a

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