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You searched for +publisher:"Colorado State University" +contributor:("Thornton, Christopher"). Showing records 1 – 28 of 28 total matches.

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Colorado State University

1. Siefken, Seth. Computational fluid dynamics models of Rio Grande bends fitted with rock vanes or bendway weirs.

Degree: MS(M.S.), Civil and Environmental Engineering, 2019, Colorado State University

 Rock vanes (also known as stream barbs) and bendway weirs are two types of transverse rock structures used to modify the flow field in river… (more)

Subjects/Keywords: bendway weirs; erosion protection; stream barbs; computational fluid dynamics; bank stabilization; rock vanes

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APA (6th Edition):

Siefken, S. (2019). Computational fluid dynamics models of Rio Grande bends fitted with rock vanes or bendway weirs. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/197259

Chicago Manual of Style (16th Edition):

Siefken, Seth. “Computational fluid dynamics models of Rio Grande bends fitted with rock vanes or bendway weirs.” 2019. Masters Thesis, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/197259.

MLA Handbook (7th Edition):

Siefken, Seth. “Computational fluid dynamics models of Rio Grande bends fitted with rock vanes or bendway weirs.” 2019. Web. 27 Jan 2020.

Vancouver:

Siefken S. Computational fluid dynamics models of Rio Grande bends fitted with rock vanes or bendway weirs. [Internet] [Masters thesis]. Colorado State University; 2019. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/197259.

Council of Science Editors:

Siefken S. Computational fluid dynamics models of Rio Grande bends fitted with rock vanes or bendway weirs. [Masters Thesis]. Colorado State University; 2019. Available from: http://hdl.handle.net/10217/197259


Colorado State University

2. Hogan, Taylor. Effects of bend radius on flow around a configuration of bendway weirs: insight from a numerical model, The.

Degree: MS(M.S.), Civil and Environmental Engineering, 2019, Colorado State University

 Bendway weirs have been used and refined for decades by hydraulic engineers to control thalweg location within alluvial rivers and to decrease flow velocity along… (more)

Subjects/Keywords: Change of Bend Radius; Bendway Weirs; SRH-2D

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APA (6th Edition):

Hogan, T. (2019). Effects of bend radius on flow around a configuration of bendway weirs: insight from a numerical model, The. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/197362

Chicago Manual of Style (16th Edition):

Hogan, Taylor. “Effects of bend radius on flow around a configuration of bendway weirs: insight from a numerical model, The.” 2019. Masters Thesis, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/197362.

MLA Handbook (7th Edition):

Hogan, Taylor. “Effects of bend radius on flow around a configuration of bendway weirs: insight from a numerical model, The.” 2019. Web. 27 Jan 2020.

Vancouver:

Hogan T. Effects of bend radius on flow around a configuration of bendway weirs: insight from a numerical model, The. [Internet] [Masters thesis]. Colorado State University; 2019. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/197362.

Council of Science Editors:

Hogan T. Effects of bend radius on flow around a configuration of bendway weirs: insight from a numerical model, The. [Masters Thesis]. Colorado State University; 2019. Available from: http://hdl.handle.net/10217/197362


Colorado State University

3. Keene, Anthony. Estimating interstitial discharge and velocity in flow in riprap and gabion engineering applications.

Degree: MS(M.S.), Civil and Environmental Engineering, 2020, Colorado State University

 Interstitial flow is a difficult hydraulic process to measure and predict. Interstitial flow does not follow the same laws as seepage flow in small-grain media… (more)

Subjects/Keywords: drainage; gabions and riprap; hydraulic engineering; erosion control; aggregate rock; geotechnical engineering

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APA (6th Edition):

Keene, A. (2020). Estimating interstitial discharge and velocity in flow in riprap and gabion engineering applications. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/199796

Chicago Manual of Style (16th Edition):

Keene, Anthony. “Estimating interstitial discharge and velocity in flow in riprap and gabion engineering applications.” 2020. Masters Thesis, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/199796.

MLA Handbook (7th Edition):

Keene, Anthony. “Estimating interstitial discharge and velocity in flow in riprap and gabion engineering applications.” 2020. Web. 27 Jan 2020.

Vancouver:

Keene A. Estimating interstitial discharge and velocity in flow in riprap and gabion engineering applications. [Internet] [Masters thesis]. Colorado State University; 2020. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/199796.

Council of Science Editors:

Keene A. Estimating interstitial discharge and velocity in flow in riprap and gabion engineering applications. [Masters Thesis]. Colorado State University; 2020. Available from: http://hdl.handle.net/10217/199796


Colorado State University

4. Garfield, Mason. Effects of scour on the flow field at a bendway weir, The.

Degree: MS(M.S.), Civil and Environmental Engineering, 2019, Colorado State University

 Bendway weirs (BWs) are rock structures commonly used for controlling the thalweg location in alluvial channels, especially bends. Although there are many studies analyzing the… (more)

Subjects/Keywords: FLOW-3D; SRH-2D; Numerical Modeling; Bendway Weirs

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APA (6th Edition):

Garfield, M. (2019). Effects of scour on the flow field at a bendway weir, The. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/197324

Chicago Manual of Style (16th Edition):

Garfield, Mason. “Effects of scour on the flow field at a bendway weir, The.” 2019. Masters Thesis, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/197324.

MLA Handbook (7th Edition):

Garfield, Mason. “Effects of scour on the flow field at a bendway weir, The.” 2019. Web. 27 Jan 2020.

Vancouver:

Garfield M. Effects of scour on the flow field at a bendway weir, The. [Internet] [Masters thesis]. Colorado State University; 2019. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/197324.

Council of Science Editors:

Garfield M. Effects of scour on the flow field at a bendway weir, The. [Masters Thesis]. Colorado State University; 2019. Available from: http://hdl.handle.net/10217/197324


Colorado State University

5. 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 January 27, 2020. http://hdl.handle.net/10217/166972.

MLA Handbook (7th Edition):

Ubing, Caroline. “Baffle-Post Structures for Flow Control in Open Channels.” 2015. Web. 27 Jan 2020.

Vancouver:

Ubing C. Baffle-Post Structures for Flow Control in Open Channels. [Internet] [Masters thesis]. Colorado State University; 2015. [cited 2020 Jan 27]. 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


Colorado State University

6. Chen, Kaiwei. Application of large-scale particle image velocimetry at the Hydraulics Laboratory of Colorado State University.

Degree: MS(M.S.), Civil and Environmental Engineering, 2018, Colorado State University

 Large-scale particle image velocimetry (LSPIV) is a nonintrusive technique used to measure free-surface velocities of water flow in a manner that produces a two-dimensional vector… (more)

Subjects/Keywords: Bendway weir; Tracer size; LSPIV; Accuracy

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APA (6th Edition):

Chen, K. (2018). Application of large-scale particle image velocimetry at the Hydraulics Laboratory of Colorado State University. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/189265

Chicago Manual of Style (16th Edition):

Chen, Kaiwei. “Application of large-scale particle image velocimetry at the Hydraulics Laboratory of Colorado State University.” 2018. Masters Thesis, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/189265.

MLA Handbook (7th Edition):

Chen, Kaiwei. “Application of large-scale particle image velocimetry at the Hydraulics Laboratory of Colorado State University.” 2018. Web. 27 Jan 2020.

Vancouver:

Chen K. Application of large-scale particle image velocimetry at the Hydraulics Laboratory of Colorado State University. [Internet] [Masters thesis]. Colorado State University; 2018. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/189265.

Council of Science Editors:

Chen K. Application of large-scale particle image velocimetry at the Hydraulics Laboratory of Colorado State University. [Masters Thesis]. Colorado State University; 2018. Available from: http://hdl.handle.net/10217/189265


Colorado State University

7. Palu, Marcos Cristiano. Floodwave and sediment transport assessment along the Doce River after the Fundão Tailings Dam collapse (Brazil).

Degree: PhD, Civil and Environmental Engineering, 2019, Colorado State University

 The collapse of the Fundão Tailings Dam in November 2015 spilled 32 Mm3 of mine waste, causing a substantial socio-economic and environmental damage within the… (more)

Subjects/Keywords: Doce River; Fundão Tailings Dam; transport of suspended sediment; floodwave propagation; dam break; one-dimensional advection-dispersion equation

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APA (6th Edition):

Palu, M. C. (2019). Floodwave and sediment transport assessment along the Doce River after the Fundão Tailings Dam collapse (Brazil). (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/195309

Chicago Manual of Style (16th Edition):

Palu, Marcos Cristiano. “Floodwave and sediment transport assessment along the Doce River after the Fundão Tailings Dam collapse (Brazil).” 2019. Doctoral Dissertation, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/195309.

MLA Handbook (7th Edition):

Palu, Marcos Cristiano. “Floodwave and sediment transport assessment along the Doce River after the Fundão Tailings Dam collapse (Brazil).” 2019. Web. 27 Jan 2020.

Vancouver:

Palu MC. Floodwave and sediment transport assessment along the Doce River after the Fundão Tailings Dam collapse (Brazil). [Internet] [Doctoral dissertation]. Colorado State University; 2019. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/195309.

Council of Science Editors:

Palu MC. Floodwave and sediment transport assessment along the Doce River after the Fundão Tailings Dam collapse (Brazil). [Doctoral Dissertation]. Colorado State University; 2019. Available from: http://hdl.handle.net/10217/195309

8. Ficke, Ashley D. Mitigation Measures for Barriers to Great Plains Fish Migration.

Degree: PhD, Fish, Wildlife, and Conservation Biology, 2015, Colorado State University

To view the abstract, please see the full text of the document. Advisors/Committee Members: Myrick, Christopher (advisor), Bestgen, Kevin (committee member), Fausch, Kurt (committee member), Thornton, Christopher (committee member).

Subjects/Keywords: fish physiology; hydraulics; swimming ability; Great Plains fishes; fish passage; mark recapture

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APA (6th Edition):

Ficke, A. D. (2015). Mitigation Measures for Barriers to Great Plains Fish Migration. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/166913

Chicago Manual of Style (16th Edition):

Ficke, Ashley D. “Mitigation Measures for Barriers to Great Plains Fish Migration.” 2015. Doctoral Dissertation, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/166913.

MLA Handbook (7th Edition):

Ficke, Ashley D. “Mitigation Measures for Barriers to Great Plains Fish Migration.” 2015. Web. 27 Jan 2020.

Vancouver:

Ficke AD. Mitigation Measures for Barriers to Great Plains Fish Migration. [Internet] [Doctoral dissertation]. Colorado State University; 2015. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/166913.

Council of Science Editors:

Ficke AD. Mitigation Measures for Barriers to Great Plains Fish Migration. [Doctoral Dissertation]. Colorado State University; 2015. Available from: http://hdl.handle.net/10217/166913

9. Michalos, Christopher T. Hydraulic effects of biofilms on the design and operation of wastewater forcemains.

Degree: PhD, Civil and Environmental Engineering, 2017, Colorado State University

 The impact of biofouling on wastewater forcemains is generally not accounted for in current design practice and little information is available in literature regarding the… (more)

Subjects/Keywords: Forcemain Hydraulics; Forcemain Design; Forcemains

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APA (6th Edition):

Michalos, C. T. (2017). Hydraulic effects of biofilms on the design and operation of wastewater forcemains. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/178930

Chicago Manual of Style (16th Edition):

Michalos, Christopher T. “Hydraulic effects of biofilms on the design and operation of wastewater forcemains.” 2017. Doctoral Dissertation, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/178930.

MLA Handbook (7th Edition):

Michalos, Christopher T. “Hydraulic effects of biofilms on the design and operation of wastewater forcemains.” 2017. Web. 27 Jan 2020.

Vancouver:

Michalos CT. Hydraulic effects of biofilms on the design and operation of wastewater forcemains. [Internet] [Doctoral dissertation]. Colorado State University; 2017. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/178930.

Council of Science Editors:

Michalos CT. Hydraulic effects of biofilms on the design and operation of wastewater forcemains. [Doctoral Dissertation]. Colorado State University; 2017. Available from: http://hdl.handle.net/10217/178930

10. Kim, Hwa Young. Optimization of Sangju weir operations to mitigate sedimentation problems.

Degree: PhD, Civil and Environmental Engineering, 2016, Colorado State University

To view the abstract, please see the full text of the document. Advisors/Committee Members: Julien, Pierre Y. (advisor), Fontane, Darrell G. (committee member), Thornton, Christopher I. (committee member), Rathburn, Sara L. (committee member).

Subjects/Keywords: Low-head dams; Reservoir Sedimentation; Weirs; Nakdong River; Dredging; Trap efficiency

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APA (6th Edition):

Kim, H. Y. (2016). Optimization of Sangju weir operations to mitigate sedimentation problems. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/176611

Chicago Manual of Style (16th Edition):

Kim, Hwa Young. “Optimization of Sangju weir operations to mitigate sedimentation problems.” 2016. Doctoral Dissertation, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/176611.

MLA Handbook (7th Edition):

Kim, Hwa Young. “Optimization of Sangju weir operations to mitigate sedimentation problems.” 2016. Web. 27 Jan 2020.

Vancouver:

Kim HY. Optimization of Sangju weir operations to mitigate sedimentation problems. [Internet] [Doctoral dissertation]. Colorado State University; 2016. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/176611.

Council of Science Editors:

Kim HY. Optimization of Sangju weir operations to mitigate sedimentation problems. [Doctoral Dissertation]. Colorado State University; 2016. Available from: http://hdl.handle.net/10217/176611

11. Scholl, Bryan N. Bulking coefficients of aerated flow during wave overtopping simulation on protected land-side slopes.

Degree: PhD, Civil and Environmental Engineering, 2016, Colorado State University

 Post hurricane Katrina there has been more interest in erosion on the landward side of levees resulting from wave overtopping during storm events. The development… (more)

Subjects/Keywords: aeration; levee overtopping; wave overtopping simulation; flow bulking; aerated flow; wave overtopping

…overtopping simulator located at the Engineering Research Center of Colorado State University. Data… …at Colorado State University (CSU). Subsequently, flow bulking predictive… …State University (CSU) Hydraulics Laboratory. The CSU WOS is based on the work of… …wave overtopping simulator (WOS) was designed and constructed at the Colorado… 

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APA (6th Edition):

Scholl, B. N. (2016). Bulking coefficients of aerated flow during wave overtopping simulation on protected land-side slopes. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/176666

Chicago Manual of Style (16th Edition):

Scholl, Bryan N. “Bulking coefficients of aerated flow during wave overtopping simulation on protected land-side slopes.” 2016. Doctoral Dissertation, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/176666.

MLA Handbook (7th Edition):

Scholl, Bryan N. “Bulking coefficients of aerated flow during wave overtopping simulation on protected land-side slopes.” 2016. Web. 27 Jan 2020.

Vancouver:

Scholl BN. Bulking coefficients of aerated flow during wave overtopping simulation on protected land-side slopes. [Internet] [Doctoral dissertation]. Colorado State University; 2016. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/176666.

Council of Science Editors:

Scholl BN. Bulking coefficients of aerated flow during wave overtopping simulation on protected land-side slopes. [Doctoral Dissertation]. Colorado State University; 2016. Available from: http://hdl.handle.net/10217/176666


Colorado State University

12. Parker, Thomas Richard. Analysis of riprap design methods using predictive equations for maximum and average velocities at the tips of transverse in-stream structures.

Degree: MS(M.S.), Civil and Environmental Engineering, 2007, Colorado State University

 Transverse in-stream structures are used to enhance navigation, improve flood control, and reduce stream bank erosion. These structures are defined as elongated obstructions having one… (more)

Subjects/Keywords: tips of in-stream structures; in-stream structures; maximum velocity; predictive equations; riprap; riprap design methods

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APA (6th Edition):

Parker, T. R. (2007). Analysis of riprap design methods using predictive equations for maximum and average velocities at the tips of transverse in-stream structures. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/82478

Chicago Manual of Style (16th Edition):

Parker, Thomas Richard. “Analysis of riprap design methods using predictive equations for maximum and average velocities at the tips of transverse in-stream structures.” 2007. Masters Thesis, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/82478.

MLA Handbook (7th Edition):

Parker, Thomas Richard. “Analysis of riprap design methods using predictive equations for maximum and average velocities at the tips of transverse in-stream structures.” 2007. Web. 27 Jan 2020.

Vancouver:

Parker TR. Analysis of riprap design methods using predictive equations for maximum and average velocities at the tips of transverse in-stream structures. [Internet] [Masters thesis]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/82478.

Council of Science Editors:

Parker TR. Analysis of riprap design methods using predictive equations for maximum and average velocities at the tips of transverse in-stream structures. [Masters Thesis]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/82478


Colorado State University

13. Ursic, Michael E. Quantification of shear stress in a meandering native topographic channel using a physical hydraulic model.

Degree: MS(M.S.), Civil and Environmental Engineering, 2007, Colorado State University

 Current guidelines for predicting increases in shear stress in open-channel bends were developed from investigations that were primarily prismatic in cross section. This study provides… (more)

Subjects/Keywords: shear stress; Rio Grande; physical model; native topography; meandering bend

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APA (6th Edition):

Ursic, M. E. (2007). Quantification of shear stress in a meandering native topographic channel using a physical hydraulic model. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/46915

Chicago Manual of Style (16th Edition):

Ursic, Michael E. “Quantification of shear stress in a meandering native topographic channel using a physical hydraulic model.” 2007. Masters Thesis, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/46915.

MLA Handbook (7th Edition):

Ursic, Michael E. “Quantification of shear stress in a meandering native topographic channel using a physical hydraulic model.” 2007. Web. 27 Jan 2020.

Vancouver:

Ursic ME. Quantification of shear stress in a meandering native topographic channel using a physical hydraulic model. [Internet] [Masters thesis]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/46915.

Council of Science Editors:

Ursic ME. Quantification of shear stress in a meandering native topographic channel using a physical hydraulic model. [Masters Thesis]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/46915


Colorado State University

14. Sin, Kyung-Seop. Methodology for calculating shear stress in a meandering channel.

Degree: MS(M.S.), Civil and Environmental Engineering, 2007, Colorado State University

 Shear stress in meandering channels is the key parameter to predict bank erosion and bend migration. A representative study reach of the Rio Grande River… (more)

Subjects/Keywords: shear stress; Rozovskii; Reynolds Shear; Preston tube; meandering channel; ADV; Shear strength of soils  – Testing; River channels; Erosion

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APA (6th Edition):

Sin, K. (2007). Methodology for calculating shear stress in a meandering channel. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/44952

Chicago Manual of Style (16th Edition):

Sin, Kyung-Seop. “Methodology for calculating shear stress in a meandering channel.” 2007. Masters Thesis, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/44952.

MLA Handbook (7th Edition):

Sin, Kyung-Seop. “Methodology for calculating shear stress in a meandering channel.” 2007. Web. 27 Jan 2020.

Vancouver:

Sin K. Methodology for calculating shear stress in a meandering channel. [Internet] [Masters thesis]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/44952.

Council of Science Editors:

Sin K. Methodology for calculating shear stress in a meandering channel. [Masters Thesis]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/44952


Colorado State University

15. Sclafani, Paul. Methodology for predicting maximum velocity and shear stress in a sinuous channel with bendway weirs using 1-D HEC-RAS modeling results.

Degree: MS(M.S.), Civil and Environmental Engineering, 2007, Colorado State University

 The Middle Rio Grande is a 29-mi reach of the Rio Grande River in central New Mexico that extends from downstream of Cochiti Dam to… (more)

Subjects/Keywords: Weirs  – Rio Grande; River channels  – Rio Grande; Channels (Hydraulic engineering)  – Rio Grande

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APA (6th Edition):

Sclafani, P. (2007). Methodology for predicting maximum velocity and shear stress in a sinuous channel with bendway weirs using 1-D HEC-RAS modeling results. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/39342

Chicago Manual of Style (16th Edition):

Sclafani, Paul. “Methodology for predicting maximum velocity and shear stress in a sinuous channel with bendway weirs using 1-D HEC-RAS modeling results.” 2007. Masters Thesis, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/39342.

MLA Handbook (7th Edition):

Sclafani, Paul. “Methodology for predicting maximum velocity and shear stress in a sinuous channel with bendway weirs using 1-D HEC-RAS modeling results.” 2007. Web. 27 Jan 2020.

Vancouver:

Sclafani P. Methodology for predicting maximum velocity and shear stress in a sinuous channel with bendway weirs using 1-D HEC-RAS modeling results. [Internet] [Masters thesis]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/39342.

Council of Science Editors:

Sclafani P. Methodology for predicting maximum velocity and shear stress in a sinuous channel with bendway weirs using 1-D HEC-RAS modeling results. [Masters Thesis]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/39342


Colorado State University

16. Owen, Tracy Elizabeth. Geomorphic analysis of the Middle Rio Grande - Elephant Butte Reach, New Mexico.

Degree: MS(M.S.), Civil and Environmental Engineering, 2007, Colorado State University

 The Elephant Butte Reach spans about 30 miles, beginning from the South Boundary of the Bosque del Apache National Wildlife Refuge (River Mile 73.9) to… (more)

Subjects/Keywords: degradation; Rio Grande; geomorphology; Elephant Butte Reach; aggradation; base-line change

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APA (6th Edition):

Owen, T. E. (2007). Geomorphic analysis of the Middle Rio Grande - Elephant Butte Reach, New Mexico. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/65348

Chicago Manual of Style (16th Edition):

Owen, Tracy Elizabeth. “Geomorphic analysis of the Middle Rio Grande - Elephant Butte Reach, New Mexico.” 2007. Masters Thesis, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/65348.

MLA Handbook (7th Edition):

Owen, Tracy Elizabeth. “Geomorphic analysis of the Middle Rio Grande - Elephant Butte Reach, New Mexico.” 2007. Web. 27 Jan 2020.

Vancouver:

Owen TE. Geomorphic analysis of the Middle Rio Grande - Elephant Butte Reach, New Mexico. [Internet] [Masters thesis]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/65348.

Council of Science Editors:

Owen TE. Geomorphic analysis of the Middle Rio Grande - Elephant Butte Reach, New Mexico. [Masters Thesis]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/65348


Colorado State University

17. Morozko, Zoe. Feasibility assessment of magnetic sensors for measurement of Hall current induced changes to the static magnetic field nearby a Hall thruster.

Degree: MS(M.S.), Mechanical Engineering, 2007, Colorado State University

 A Hall thruster is an electric propulsion device that produces thrust electrostatically by accelerating propellant to velocities 5 to 10 times higher than is achievable… (more)

Subjects/Keywords: electric propulsion; Hall thruster; magnetic field measurement; magnetic sensors; plasma propulsion; thrust stand

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APA (6th Edition):

Morozko, Z. (2007). Feasibility assessment of magnetic sensors for measurement of Hall current induced changes to the static magnetic field nearby a Hall thruster. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/79123

Chicago Manual of Style (16th Edition):

Morozko, Zoe. “Feasibility assessment of magnetic sensors for measurement of Hall current induced changes to the static magnetic field nearby a Hall thruster.” 2007. Masters Thesis, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/79123.

MLA Handbook (7th Edition):

Morozko, Zoe. “Feasibility assessment of magnetic sensors for measurement of Hall current induced changes to the static magnetic field nearby a Hall thruster.” 2007. Web. 27 Jan 2020.

Vancouver:

Morozko Z. Feasibility assessment of magnetic sensors for measurement of Hall current induced changes to the static magnetic field nearby a Hall thruster. [Internet] [Masters thesis]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/79123.

Council of Science Editors:

Morozko Z. Feasibility assessment of magnetic sensors for measurement of Hall current induced changes to the static magnetic field nearby a Hall thruster. [Masters Thesis]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/79123


Colorado State University

18. Pierce, Adam L. Prediction of selenium in Spring Creek and Fossil Creek, Colorado.

Degree: MS(M.S.), Ecosystem Science and Sustainability, 2007, Colorado State University

 The role and importance of selenium as an environmental contaminant has gained widespread attention among research scientists, natural resource managers, and federal and state regulatory… (more)

Subjects/Keywords: water quality; geospatial; GIS; prediction; regression; selenium

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APA (6th Edition):

Pierce, A. L. (2007). Prediction of selenium in Spring Creek and Fossil Creek, Colorado. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/88587

Chicago Manual of Style (16th Edition):

Pierce, Adam L. “Prediction of selenium in Spring Creek and Fossil Creek, Colorado.” 2007. Masters Thesis, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/88587.

MLA Handbook (7th Edition):

Pierce, Adam L. “Prediction of selenium in Spring Creek and Fossil Creek, Colorado.” 2007. Web. 27 Jan 2020.

Vancouver:

Pierce AL. Prediction of selenium in Spring Creek and Fossil Creek, Colorado. [Internet] [Masters thesis]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/88587.

Council of Science Editors:

Pierce AL. Prediction of selenium in Spring Creek and Fossil Creek, Colorado. [Masters Thesis]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/88587


Colorado State University

19. Kim, Jaehoon. Hazard area mapping during extreme rainstorms in South Korean mountains.

Degree: PhD, Civil and Environmental Engineering, 2007, Colorado State University

 The concern for climate change has increased worldwide. Localized rain storms with high intensity and short duration have been observed in the United States, Europe,… (more)

Subjects/Keywords: debris flow; extreme event; hazard area; landslide; mapping; mountains

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APA (6th Edition):

Kim, J. (2007). Hazard area mapping during extreme rainstorms in South Korean mountains. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/80350

Chicago Manual of Style (16th Edition):

Kim, Jaehoon. “Hazard area mapping during extreme rainstorms in South Korean mountains.” 2007. Doctoral Dissertation, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/80350.

MLA Handbook (7th Edition):

Kim, Jaehoon. “Hazard area mapping during extreme rainstorms in South Korean mountains.” 2007. Web. 27 Jan 2020.

Vancouver:

Kim J. Hazard area mapping during extreme rainstorms in South Korean mountains. [Internet] [Doctoral dissertation]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/80350.

Council of Science Editors:

Kim J. Hazard area mapping during extreme rainstorms in South Korean mountains. [Doctoral Dissertation]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/80350


Colorado State University

20. An, Sang Do. Interflow dynamics and three-dimensional modeling of turbid density currents in Imha Reservoir, South Korea.

Degree: PhD, Civil and Environmental Engineering, 2007, Colorado State University

 This study reports a detailed research identifying the turbid density flow regimes and propagation dynamics of density currents in Imha Reservoir in South Korea during… (more)

Subjects/Keywords: computational fluid dynamics (CFD); density currents; environmental engineering; gravity currents; reservoir; turbidity currents

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APA (6th Edition):

An, S. D. (2007). Interflow dynamics and three-dimensional modeling of turbid density currents in Imha Reservoir, South Korea. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/70434

Chicago Manual of Style (16th Edition):

An, Sang Do. “Interflow dynamics and three-dimensional modeling of turbid density currents in Imha Reservoir, South Korea.” 2007. Doctoral Dissertation, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/70434.

MLA Handbook (7th Edition):

An, Sang Do. “Interflow dynamics and three-dimensional modeling of turbid density currents in Imha Reservoir, South Korea.” 2007. Web. 27 Jan 2020.

Vancouver:

An SD. Interflow dynamics and three-dimensional modeling of turbid density currents in Imha Reservoir, South Korea. [Internet] [Doctoral dissertation]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/70434.

Council of Science Editors:

An SD. Interflow dynamics and three-dimensional modeling of turbid density currents in Imha Reservoir, South Korea. [Doctoral Dissertation]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/70434


Colorado State University

21. Robeson, Michael D. Pressure flow effects on scour at bridges.

Degree: MS(M.S.), Civil Engineering, 2007, Colorado State University

 Scour caused by the occurrence of pressure flow requires a comprehensive understanding. Pressure flow can be defined as flow in which the low chord of… (more)

Subjects/Keywords: Scour at bridges; Scour (Hydraulic engineering)

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APA (6th Edition):

Robeson, M. D. (2007). Pressure flow effects on scour at bridges. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/37826

Chicago Manual of Style (16th Edition):

Robeson, Michael D. “Pressure flow effects on scour at bridges.” 2007. Masters Thesis, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/37826.

MLA Handbook (7th Edition):

Robeson, Michael D. “Pressure flow effects on scour at bridges.” 2007. Web. 27 Jan 2020.

Vancouver:

Robeson MD. Pressure flow effects on scour at bridges. [Internet] [Masters thesis]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/37826.

Council of Science Editors:

Robeson MD. Pressure flow effects on scour at bridges. [Masters Thesis]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/37826


Colorado State University

22. Holmquist-Johnson, Christopher Lee. Numerical analysis of river spanning rock U-weirs: evaluating effects of structure geometry on local hydraulics.

Degree: PhD, Civil and Environmental Engineering, 2007, Colorado State University

 River spanning rock weirs are being constructed for water delivery as well as to enable fish passage at barriers and provide or improve the aquatic… (more)

Subjects/Keywords: River restoration; Rock weirs

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APA (6th Edition):

Holmquist-Johnson, C. L. (2007). Numerical analysis of river spanning rock U-weirs: evaluating effects of structure geometry on local hydraulics. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/50677

Chicago Manual of Style (16th Edition):

Holmquist-Johnson, Christopher Lee. “Numerical analysis of river spanning rock U-weirs: evaluating effects of structure geometry on local hydraulics.” 2007. Doctoral Dissertation, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/50677.

MLA Handbook (7th Edition):

Holmquist-Johnson, Christopher Lee. “Numerical analysis of river spanning rock U-weirs: evaluating effects of structure geometry on local hydraulics.” 2007. Web. 27 Jan 2020.

Vancouver:

Holmquist-Johnson CL. Numerical analysis of river spanning rock U-weirs: evaluating effects of structure geometry on local hydraulics. [Internet] [Doctoral dissertation]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/50677.

Council of Science Editors:

Holmquist-Johnson CL. Numerical analysis of river spanning rock U-weirs: evaluating effects of structure geometry on local hydraulics. [Doctoral Dissertation]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/50677


Colorado State University

23. Park, Kiyoung. Mechanics of sediment plug formation in the Middle Rio Grande, NM.

Degree: PhD, Civil and Environmental Engineering, 2007, Colorado State University

 The Rio Grande is a dynamic river system which has experienced significant hydraulic and geomorphic changes through recorded history from the early 1900's to the… (more)

Subjects/Keywords: perching; Rouse number; Rio Grande; channel width; numerical models; sediment transport capacity

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APA (6th Edition):

Park, K. (2007). Mechanics of sediment plug formation in the Middle Rio Grande, NM. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/80965

Chicago Manual of Style (16th Edition):

Park, Kiyoung. “Mechanics of sediment plug formation in the Middle Rio Grande, NM.” 2007. Doctoral Dissertation, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/80965.

MLA Handbook (7th Edition):

Park, Kiyoung. “Mechanics of sediment plug formation in the Middle Rio Grande, NM.” 2007. Web. 27 Jan 2020.

Vancouver:

Park K. Mechanics of sediment plug formation in the Middle Rio Grande, NM. [Internet] [Doctoral dissertation]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/80965.

Council of Science Editors:

Park K. Mechanics of sediment plug formation in the Middle Rio Grande, NM. [Doctoral Dissertation]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/80965


Colorado State University

24. Cox, Amanda L. Moment stability analysis method for determining safety factors for articulated concrete blocks.

Degree: PhD, Civil and Environmental Engineering, 2007, Colorado State University

 Articulated concrete block (ACB) revetment systems are widely used for channel lining and embankment protection. Available information pertaining to testing and analysis of ACB systems… (more)

Subjects/Keywords: revetment; moment stability analysis; factor of safety; embankment stability; articulated concrete blocks; Concrete blocks  – Stability; Slopes (Soil mechanics)  – Stability; Embankments  – Design and construction  – Testing; Retaining walls  – Design and construction  – Testing

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APA (6th Edition):

Cox, A. L. (2007). Moment stability analysis method for determining safety factors for articulated concrete blocks. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/39324

Chicago Manual of Style (16th Edition):

Cox, Amanda L. “Moment stability analysis method for determining safety factors for articulated concrete blocks.” 2007. Doctoral Dissertation, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/39324.

MLA Handbook (7th Edition):

Cox, Amanda L. “Moment stability analysis method for determining safety factors for articulated concrete blocks.” 2007. Web. 27 Jan 2020.

Vancouver:

Cox AL. Moment stability analysis method for determining safety factors for articulated concrete blocks. [Internet] [Doctoral dissertation]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/39324.

Council of Science Editors:

Cox AL. Moment stability analysis method for determining safety factors for articulated concrete blocks. [Doctoral Dissertation]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/39324


Colorado State University

25. Ahn, Jungkyu. Numerical modeling of reservoir sedimentation and flushing processes.

Degree: PhD, Civil and Environmental Engineering, 2007, Colorado State University

 As rivers flow into reservoirs, part of the transported sediment will be deposited. Sedimentation in the reservoir may significantly reduce reservoir storage capacity. Reservoir capacity… (more)

Subjects/Keywords: flushing; GSTARS; modeling; reservoir; sedimentation; sediment

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APA (6th Edition):

Ahn, J. (2007). Numerical modeling of reservoir sedimentation and flushing processes. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/70431

Chicago Manual of Style (16th Edition):

Ahn, Jungkyu. “Numerical modeling of reservoir sedimentation and flushing processes.” 2007. Doctoral Dissertation, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/70431.

MLA Handbook (7th Edition):

Ahn, Jungkyu. “Numerical modeling of reservoir sedimentation and flushing processes.” 2007. Web. 27 Jan 2020.

Vancouver:

Ahn J. Numerical modeling of reservoir sedimentation and flushing processes. [Internet] [Doctoral dissertation]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/70431.

Council of Science Editors:

Ahn J. Numerical modeling of reservoir sedimentation and flushing processes. [Doctoral Dissertation]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/70431


Colorado State University

26. Scurlock, Stephen Michael. Quantification of hydraulic effects from transverse instream structures in channel bends.

Degree: PhD, Civil and Environmental Engineering, 2007, Colorado State University

 Meandering river channels possess hydraulic and geomorphic characteristics that occasionally place anthropogenic interests at risk. Loss of valuable land holdings and infrastructure due to outer-bank… (more)

Subjects/Keywords: restoration; rivers; spur dike; vane; hydraulics

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APA (6th Edition):

Scurlock, S. M. (2007). Quantification of hydraulic effects from transverse instream structures in channel bends. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/82534

Chicago Manual of Style (16th Edition):

Scurlock, Stephen Michael. “Quantification of hydraulic effects from transverse instream structures in channel bends.” 2007. Doctoral Dissertation, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/82534.

MLA Handbook (7th Edition):

Scurlock, Stephen Michael. “Quantification of hydraulic effects from transverse instream structures in channel bends.” 2007. Web. 27 Jan 2020.

Vancouver:

Scurlock SM. Quantification of hydraulic effects from transverse instream structures in channel bends. [Internet] [Doctoral dissertation]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/82534.

Council of Science Editors:

Scurlock SM. Quantification of hydraulic effects from transverse instream structures in channel bends. [Doctoral Dissertation]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/82534


Colorado State University

27. Robeson, Michael D. Unification of large-scale laboratory rainfall erosion testing.

Degree: PhD, Civil and Environmental Engineering, 2007, Colorado State University

 Water pollution degrades surface waters making them unsafe for drinking, fishing, swimming, and other activities. The movement of sediment and pollutants carried by sediment over… (more)

Subjects/Keywords: testing; erosion; laboratory; rainfall

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APA (6th Edition):

Robeson, M. D. (2007). Unification of large-scale laboratory rainfall erosion testing. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/88533

Chicago Manual of Style (16th Edition):

Robeson, Michael D. “Unification of large-scale laboratory rainfall erosion testing.” 2007. Doctoral Dissertation, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/88533.

MLA Handbook (7th Edition):

Robeson, Michael D. “Unification of large-scale laboratory rainfall erosion testing.” 2007. Web. 27 Jan 2020.

Vancouver:

Robeson MD. Unification of large-scale laboratory rainfall erosion testing. [Internet] [Doctoral dissertation]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/88533.

Council of Science Editors:

Robeson MD. Unification of large-scale laboratory rainfall erosion testing. [Doctoral Dissertation]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/88533


Colorado State University

28. Sin, Kyung-Seop. Three-dimensional computational modeling of curved channel flow.

Degree: PhD, Civil and Environmental Engineering, 2007, Colorado State University

 Investigating flow dynamics in curved channels is a challenging problem due to its complex three-dimensional flow structure. Despite the numerous investigations that have been performed… (more)

Subjects/Keywords: computational fluid dynamics; curved channel flow; free surface model; rigid-lid model; RNG k-e model; shear stress

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APA (6th Edition):

Sin, K. (2007). Three-dimensional computational modeling of curved channel flow. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/88539

Chicago Manual of Style (16th Edition):

Sin, Kyung-Seop. “Three-dimensional computational modeling of curved channel flow.” 2007. Doctoral Dissertation, Colorado State University. Accessed January 27, 2020. http://hdl.handle.net/10217/88539.

MLA Handbook (7th Edition):

Sin, Kyung-Seop. “Three-dimensional computational modeling of curved channel flow.” 2007. Web. 27 Jan 2020.

Vancouver:

Sin K. Three-dimensional computational modeling of curved channel flow. [Internet] [Doctoral dissertation]. Colorado State University; 2007. [cited 2020 Jan 27]. Available from: http://hdl.handle.net/10217/88539.

Council of Science Editors:

Sin K. Three-dimensional computational modeling of curved channel flow. [Doctoral Dissertation]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/88539

.