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You searched for subject:( unsaturated hydraulic conductivity). Showing records 1 – 30 of 6234 total matches.

[1] [2] [3] [4] [5] … [208]

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University of Missouri – Columbia

1. Jaafar, Rani. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing.

Degree: 2012, University of Missouri – Columbia

 A large portion, if not the majority, of conditions encountered in geotechnical engineering practice involves unsaturated soil. Practical problems include precipitation-induced slope stability failures, expansive… (more)

Subjects/Keywords: unsaturated soil; soil-water characteristic curve; hydraulic conductivity function; strength parameters

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

APA (6th Edition):

Jaafar, R. (2012). Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/36672

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):

Jaafar, Rani. “Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing.” 2012. Thesis, University of Missouri – Columbia. Accessed October 17, 2019. http://hdl.handle.net/10355/36672.

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

MLA Handbook (7th Edition):

Jaafar, Rani. “Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing.” 2012. Web. 17 Oct 2019.

Vancouver:

Jaafar R. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. [Internet] [Thesis]. University of Missouri – Columbia; 2012. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/10355/36672.

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

Council of Science Editors:

Jaafar R. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. [Thesis]. University of Missouri – Columbia; 2012. Available from: http://hdl.handle.net/10355/36672

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


University of Adelaide

2. Chahal, Sukhpal Singh. Evaluation of soil hydraulic limitations in determining plant-available-water in light textured soils.

Degree: 2010, University of Adelaide

 Chapters 1 and 2 identify the aims and objectives of the study, as well as the hypotheses and assumptions required. The relevant literature on soil… (more)

Subjects/Keywords: unsaturated hydraulic conductivity; plant available water; plant response

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APA (6th Edition):

Chahal, S. S. (2010). Evaluation of soil hydraulic limitations in determining plant-available-water in light textured soils. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/62257

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):

Chahal, Sukhpal Singh. “Evaluation of soil hydraulic limitations in determining plant-available-water in light textured soils.” 2010. Thesis, University of Adelaide. Accessed October 17, 2019. http://hdl.handle.net/2440/62257.

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

MLA Handbook (7th Edition):

Chahal, Sukhpal Singh. “Evaluation of soil hydraulic limitations in determining plant-available-water in light textured soils.” 2010. Web. 17 Oct 2019.

Vancouver:

Chahal SS. Evaluation of soil hydraulic limitations in determining plant-available-water in light textured soils. [Internet] [Thesis]. University of Adelaide; 2010. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/2440/62257.

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

Council of Science Editors:

Chahal SS. Evaluation of soil hydraulic limitations in determining plant-available-water in light textured soils. [Thesis]. University of Adelaide; 2010. Available from: http://hdl.handle.net/2440/62257

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


Universidade Federal de Viçosa

3. Lucas Martins Guimarães. Desenvolvimento de um permeâmetro para determinação da condutividade hidráulica saturada e não saturada de solos.

Degree: 2008, Universidade Federal de Viçosa

 Quando se projeta uma barragem de terra ou se investiga a estabilidade de um talude é importante que se conheça a condutividade do solo, tanto… (more)

Subjects/Keywords: Solos não saturados; Equipamento; Condutividade hidráulica; GEOTECNICA; Unsaturated soils; Equipment; Hydraulic conductivity

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APA (6th Edition):

Guimarães, L. M. (2008). Desenvolvimento de um permeâmetro para determinação da condutividade hidráulica saturada e não saturada de solos. (Thesis). Universidade Federal de Viçosa. Retrieved from http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=1583

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):

Guimarães, Lucas Martins. “Desenvolvimento de um permeâmetro para determinação da condutividade hidráulica saturada e não saturada de solos.” 2008. Thesis, Universidade Federal de Viçosa. Accessed October 17, 2019. http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=1583.

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

MLA Handbook (7th Edition):

Guimarães, Lucas Martins. “Desenvolvimento de um permeâmetro para determinação da condutividade hidráulica saturada e não saturada de solos.” 2008. Web. 17 Oct 2019.

Vancouver:

Guimarães LM. Desenvolvimento de um permeâmetro para determinação da condutividade hidráulica saturada e não saturada de solos. [Internet] [Thesis]. Universidade Federal de Viçosa; 2008. [cited 2019 Oct 17]. Available from: http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=1583.

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

Council of Science Editors:

Guimarães LM. Desenvolvimento de um permeâmetro para determinação da condutividade hidráulica saturada e não saturada de solos. [Thesis]. Universidade Federal de Viçosa; 2008. Available from: http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=1583

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


Louisiana State University

4. Pokhrel, Dev Raj. Hydro mechanical behavior of unsaturated soil subjected to drying.

Degree: MSCE, Civil and Environmental Engineering, 2009, Louisiana State University

  The literature of unsaturated soils in terms of hydraulic and mechanical behavior is reviewed. The hydro- mechanical behavior of unsaturated soil was studied using… (more)

Subjects/Keywords: soil water characteristic curve; hydraulic conductivity; matric suction; Unsaturated soils; soil stiffness; water content

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APA (6th Edition):

Pokhrel, D. R. (2009). Hydro mechanical behavior of unsaturated soil subjected to drying. (Masters Thesis). Louisiana State University. Retrieved from etd-11112009-113914 ; https://digitalcommons.lsu.edu/gradschool_theses/1506

Chicago Manual of Style (16th Edition):

Pokhrel, Dev Raj. “Hydro mechanical behavior of unsaturated soil subjected to drying.” 2009. Masters Thesis, Louisiana State University. Accessed October 17, 2019. etd-11112009-113914 ; https://digitalcommons.lsu.edu/gradschool_theses/1506.

MLA Handbook (7th Edition):

Pokhrel, Dev Raj. “Hydro mechanical behavior of unsaturated soil subjected to drying.” 2009. Web. 17 Oct 2019.

Vancouver:

Pokhrel DR. Hydro mechanical behavior of unsaturated soil subjected to drying. [Internet] [Masters thesis]. Louisiana State University; 2009. [cited 2019 Oct 17]. Available from: etd-11112009-113914 ; https://digitalcommons.lsu.edu/gradschool_theses/1506.

Council of Science Editors:

Pokhrel DR. Hydro mechanical behavior of unsaturated soil subjected to drying. [Masters Thesis]. Louisiana State University; 2009. Available from: etd-11112009-113914 ; https://digitalcommons.lsu.edu/gradschool_theses/1506

5. Cuceoglu, Faik. An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils.

Degree: MS, Civil and Environmental Engineering, 2016, Virginia Tech

 The importance of applying unsaturated soil mechanics concepts to geotechnical engineering design has been widely recognized. Soil water characteristic curve (SWCC) and hydraulic conductivity function… (more)

Subjects/Keywords: compacted soils; unsaturated soil mechanics; soil-water characteristic curve; hydraulic conductivity function; transient analysis; hysteresis

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APA (6th Edition):

Cuceoglu, F. (2016). An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/73673

Chicago Manual of Style (16th Edition):

Cuceoglu, Faik. “An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils.” 2016. Masters Thesis, Virginia Tech. Accessed October 17, 2019. http://hdl.handle.net/10919/73673.

MLA Handbook (7th Edition):

Cuceoglu, Faik. “An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils.” 2016. Web. 17 Oct 2019.

Vancouver:

Cuceoglu F. An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/10919/73673.

Council of Science Editors:

Cuceoglu F. An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/73673


University of Arizona

6. Karczynski, Adam Michael. Measuring Hydraulic Conductivity of Variably-Saturated Soils at the Hectometer Scale Using Cosmic-Ray Neutrons .

Degree: 2014, University of Arizona

Hydraulic conductivity of variably-saturated soils is critical to understanding processes at the land surface. Yet measuring it over an area comparable to the resolution of… (more)

Subjects/Keywords: cosmic-ray neutrons; infiltration; land-atmosphere interactions; scaling; unsaturated hydraulic conductivity; Hydrology; area-average

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APA (6th Edition):

Karczynski, A. M. (2014). Measuring Hydraulic Conductivity of Variably-Saturated Soils at the Hectometer Scale Using Cosmic-Ray Neutrons . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/323446

Chicago Manual of Style (16th Edition):

Karczynski, Adam Michael. “Measuring Hydraulic Conductivity of Variably-Saturated Soils at the Hectometer Scale Using Cosmic-Ray Neutrons .” 2014. Masters Thesis, University of Arizona. Accessed October 17, 2019. http://hdl.handle.net/10150/323446.

MLA Handbook (7th Edition):

Karczynski, Adam Michael. “Measuring Hydraulic Conductivity of Variably-Saturated Soils at the Hectometer Scale Using Cosmic-Ray Neutrons .” 2014. Web. 17 Oct 2019.

Vancouver:

Karczynski AM. Measuring Hydraulic Conductivity of Variably-Saturated Soils at the Hectometer Scale Using Cosmic-Ray Neutrons . [Internet] [Masters thesis]. University of Arizona; 2014. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/10150/323446.

Council of Science Editors:

Karczynski AM. Measuring Hydraulic Conductivity of Variably-Saturated Soils at the Hectometer Scale Using Cosmic-Ray Neutrons . [Masters Thesis]. University of Arizona; 2014. Available from: http://hdl.handle.net/10150/323446


University of Hawaii – Manoa

7. Ripple, James K. A study of the effects of confinement, soil parameters, and testing methods on the hydraulic conductivity of some finegrained soils on Oahu.

Degree: 2016, University of Hawaii – Manoa

M.S. University of Hawaii at Manoa 2011.

The purpose of this study is to measure with research laboratory accuracy, the hydraulic conductivity of soils sampled… (more)

Subjects/Keywords: hydraulic conductivity

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APA (6th Edition):

Ripple, J. K. (2016). A study of the effects of confinement, soil parameters, and testing methods on the hydraulic conductivity of some finegrained soils on Oahu. (Thesis). University of Hawaii – Manoa. Retrieved from http://hdl.handle.net/10125/101434

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):

Ripple, James K. “A study of the effects of confinement, soil parameters, and testing methods on the hydraulic conductivity of some finegrained soils on Oahu.” 2016. Thesis, University of Hawaii – Manoa. Accessed October 17, 2019. http://hdl.handle.net/10125/101434.

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

MLA Handbook (7th Edition):

Ripple, James K. “A study of the effects of confinement, soil parameters, and testing methods on the hydraulic conductivity of some finegrained soils on Oahu.” 2016. Web. 17 Oct 2019.

Vancouver:

Ripple JK. A study of the effects of confinement, soil parameters, and testing methods on the hydraulic conductivity of some finegrained soils on Oahu. [Internet] [Thesis]. University of Hawaii – Manoa; 2016. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/10125/101434.

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

Council of Science Editors:

Ripple JK. A study of the effects of confinement, soil parameters, and testing methods on the hydraulic conductivity of some finegrained soils on Oahu. [Thesis]. University of Hawaii – Manoa; 2016. Available from: http://hdl.handle.net/10125/101434

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


University of Arkansas

8. Ishimwe, Elvis. Field-Obtained Soil Water Characteristic Curves and Hydraulic Conductivity Functions.

Degree: MSCE, 2014, University of Arkansas

  A compacted clay liner (test pad) was constructed and instrumented with volumetric water content and soil matric potential sensors to determine soil water characteristic… (more)

Subjects/Keywords: Hydraulic Conductivity Functions; Soil Water Characteristic Curve; Unsaturated Soil Properties; Civil Engineering; Geophysics and Seismology; Geotechnical Engineering

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APA (6th Edition):

Ishimwe, E. (2014). Field-Obtained Soil Water Characteristic Curves and Hydraulic Conductivity Functions. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/2158

Chicago Manual of Style (16th Edition):

Ishimwe, Elvis. “Field-Obtained Soil Water Characteristic Curves and Hydraulic Conductivity Functions.” 2014. Masters Thesis, University of Arkansas. Accessed October 17, 2019. https://scholarworks.uark.edu/etd/2158.

MLA Handbook (7th Edition):

Ishimwe, Elvis. “Field-Obtained Soil Water Characteristic Curves and Hydraulic Conductivity Functions.” 2014. Web. 17 Oct 2019.

Vancouver:

Ishimwe E. Field-Obtained Soil Water Characteristic Curves and Hydraulic Conductivity Functions. [Internet] [Masters thesis]. University of Arkansas; 2014. [cited 2019 Oct 17]. Available from: https://scholarworks.uark.edu/etd/2158.

Council of Science Editors:

Ishimwe E. Field-Obtained Soil Water Characteristic Curves and Hydraulic Conductivity Functions. [Masters Thesis]. University of Arkansas; 2014. Available from: https://scholarworks.uark.edu/etd/2158

9. Fernandes, Mariana Alher. Condutividade hidráulica não saturada de um solo arenoso: aplicação do infiltrômetro de disco.

Degree: Mestrado, Geotecnia, 2011, University of São Paulo

A função condutividade hidráulica é um dos parâmetros essenciais para o estudo do fluxo em solos não saturados, permitindo abordar, dentre outros, o avanço da… (more)

Subjects/Keywords: Condutividade hidráulica não saturada; Curva de retenção de água no solo; Disk infiltrometer; Infiltrômetro de disco; Soil-water retention curve; Solo não saturado; Unsaturated hydraulic conductivity; Unsaturated soil

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APA (6th Edition):

Fernandes, M. A. (2011). Condutividade hidráulica não saturada de um solo arenoso: aplicação do infiltrômetro de disco. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-25042012-112324/ ;

Chicago Manual of Style (16th Edition):

Fernandes, Mariana Alher. “Condutividade hidráulica não saturada de um solo arenoso: aplicação do infiltrômetro de disco.” 2011. Masters Thesis, University of São Paulo. Accessed October 17, 2019. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-25042012-112324/ ;.

MLA Handbook (7th Edition):

Fernandes, Mariana Alher. “Condutividade hidráulica não saturada de um solo arenoso: aplicação do infiltrômetro de disco.” 2011. Web. 17 Oct 2019.

Vancouver:

Fernandes MA. Condutividade hidráulica não saturada de um solo arenoso: aplicação do infiltrômetro de disco. [Internet] [Masters thesis]. University of São Paulo; 2011. [cited 2019 Oct 17]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-25042012-112324/ ;.

Council of Science Editors:

Fernandes MA. Condutividade hidráulica não saturada de um solo arenoso: aplicação do infiltrômetro de disco. [Masters Thesis]. University of São Paulo; 2011. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-25042012-112324/ ;


Brno University of Technology

10. Larišová, Lucie. Analýza vzájemného vztahu dvou metod terénního měření infiltrace vody do půdy .

Degree: 2012, Brno University of Technology

 Diplomová práce se zabývá teoretickým popisem infiltračního procesu a terénním měřením infiltrace v katastrálním území Bohaté Málkovice. Výzkumné práce na experimentální ploše probíhaly v roce… (more)

Subjects/Keywords: nasycené a nenasycené proudění; Darcyho rovnice; infiltrace; dvouválcová metoda; minidiskový infiltrometr; způsoby zpracování; nasycená hydraulické vodivost Ks; nenasycená hydraulické vodivost K(h); saturated and unsaturated flow; Darcy´s equation; infiltration; double ring infiltrometer; MiniDisc infiltrometer; tillage treatment; saturated hydraulic conductivity Ks; unsaturated hydraulic conductivity K(h)

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APA (6th Edition):

Larišová, L. (2012). Analýza vzájemného vztahu dvou metod terénního měření infiltrace vody do půdy . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/10372

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):

Larišová, Lucie. “Analýza vzájemného vztahu dvou metod terénního měření infiltrace vody do půdy .” 2012. Thesis, Brno University of Technology. Accessed October 17, 2019. http://hdl.handle.net/11012/10372.

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

MLA Handbook (7th Edition):

Larišová, Lucie. “Analýza vzájemného vztahu dvou metod terénního měření infiltrace vody do půdy .” 2012. Web. 17 Oct 2019.

Vancouver:

Larišová L. Analýza vzájemného vztahu dvou metod terénního měření infiltrace vody do půdy . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/11012/10372.

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

Council of Science Editors:

Larišová L. Analýza vzájemného vztahu dvou metod terénního měření infiltrace vody do půdy . [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/10372

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


Brno University of Technology

11. Salač, Jan. Stanovení hydraulických charakteristik půdy ve vybraném zájmovém území .

Degree: 2018, Brno University of Technology

 Diplomová práce je zaměřená na problematiku měření a vyhodnocení hydraulických charakteristik půdy. V literární rešerši jsou rozebrány definice hydraulické vodivosti a retenční čáry půdní vlhkosti,… (more)

Subjects/Keywords: hydraulické charakteristiky půdy; nasycená hydraulická vodivost; nenasycená hydraulická vodivost; pedotransferové funkce; infiltrace; dvouválcový infiltrometr; minidiskový infiltrometr; Rosetta; hydraulic characteristics of soil; saturated hydraulic conductivity; unsaturated hydraulic conductivity; pedotransfer functions; infiltration; double ring infiltrometer; minidisc infiltrometer; Rosetta

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APA (6th Edition):

Salač, J. (2018). Stanovení hydraulických charakteristik půdy ve vybraném zájmovém území . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70872

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):

Salač, Jan. “Stanovení hydraulických charakteristik půdy ve vybraném zájmovém území .” 2018. Thesis, Brno University of Technology. Accessed October 17, 2019. http://hdl.handle.net/11012/70872.

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

MLA Handbook (7th Edition):

Salač, Jan. “Stanovení hydraulických charakteristik půdy ve vybraném zájmovém území .” 2018. Web. 17 Oct 2019.

Vancouver:

Salač J. Stanovení hydraulických charakteristik půdy ve vybraném zájmovém území . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/11012/70872.

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

Council of Science Editors:

Salač J. Stanovení hydraulických charakteristik půdy ve vybraném zájmovém území . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/70872

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


Penn State University

12. Wubbels, Jane. Tree species distribution in relation to stem hydraulic traits and soil moisture in a mixed hardwood forest in central Pennsylvania.

Degree: MS, Horticulture, 2010, Penn State University

 The hydraulic architecture of a tree could contribute to its ability to tolerate drier soils by increasing resistance to xylem cavitation and improving the efficiency… (more)

Subjects/Keywords: hydraulic architecture; xylem vulnerability; conductivity

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APA (6th Edition):

Wubbels, J. (2010). Tree species distribution in relation to stem hydraulic traits and soil moisture in a mixed hardwood forest in central Pennsylvania. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/10712

Chicago Manual of Style (16th Edition):

Wubbels, Jane. “Tree species distribution in relation to stem hydraulic traits and soil moisture in a mixed hardwood forest in central Pennsylvania.” 2010. Masters Thesis, Penn State University. Accessed October 17, 2019. https://etda.libraries.psu.edu/catalog/10712.

MLA Handbook (7th Edition):

Wubbels, Jane. “Tree species distribution in relation to stem hydraulic traits and soil moisture in a mixed hardwood forest in central Pennsylvania.” 2010. Web. 17 Oct 2019.

Vancouver:

Wubbels J. Tree species distribution in relation to stem hydraulic traits and soil moisture in a mixed hardwood forest in central Pennsylvania. [Internet] [Masters thesis]. Penn State University; 2010. [cited 2019 Oct 17]. Available from: https://etda.libraries.psu.edu/catalog/10712.

Council of Science Editors:

Wubbels J. Tree species distribution in relation to stem hydraulic traits and soil moisture in a mixed hardwood forest in central Pennsylvania. [Masters Thesis]. Penn State University; 2010. Available from: https://etda.libraries.psu.edu/catalog/10712


Boise State University

13. Johnson, Brady Allen. Evapotranspiration in the Riparian Zone of the Lower Boise River with Implications for Groundwater Flow.

Degree: 2011, Boise State University

 Riparian zones in semi-arid regions often exhibit high rates of evapotranspiration (ET) in spite of low soil moisture content due to vegetation that is able… (more)

Subjects/Keywords: Evapotranspiration; Phreatophytes; Hydraulic Conductivity; Geology

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APA (6th Edition):

Johnson, B. A. (2011). Evapotranspiration in the Riparian Zone of the Lower Boise River with Implications for Groundwater Flow. (Thesis). Boise State University. Retrieved from https://scholarworks.boisestate.edu/td/168

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):

Johnson, Brady Allen. “Evapotranspiration in the Riparian Zone of the Lower Boise River with Implications for Groundwater Flow.” 2011. Thesis, Boise State University. Accessed October 17, 2019. https://scholarworks.boisestate.edu/td/168.

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

MLA Handbook (7th Edition):

Johnson, Brady Allen. “Evapotranspiration in the Riparian Zone of the Lower Boise River with Implications for Groundwater Flow.” 2011. Web. 17 Oct 2019.

Vancouver:

Johnson BA. Evapotranspiration in the Riparian Zone of the Lower Boise River with Implications for Groundwater Flow. [Internet] [Thesis]. Boise State University; 2011. [cited 2019 Oct 17]. Available from: https://scholarworks.boisestate.edu/td/168.

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

Council of Science Editors:

Johnson BA. Evapotranspiration in the Riparian Zone of the Lower Boise River with Implications for Groundwater Flow. [Thesis]. Boise State University; 2011. Available from: https://scholarworks.boisestate.edu/td/168

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


Cornell University

14. Smith, Maria. Linking Stem And Leaf Traits To Leaf Phenology In Native And Non-Native Woody Plants Of Eastern Deciduous Forests .

Degree: 2014, Cornell University

 Non-native woody plants pose significant threats to biodiversity, and thus ecosystem goods and services. Many non-natives exhibit suites of traits such as higher productivity, which… (more)

Subjects/Keywords: phenology; root dynamics; hydraulic conductivity

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APA (6th Edition):

Smith, M. (2014). Linking Stem And Leaf Traits To Leaf Phenology In Native And Non-Native Woody Plants Of Eastern Deciduous Forests . (Thesis). Cornell University. Retrieved from http://hdl.handle.net/1813/36134

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):

Smith, Maria. “Linking Stem And Leaf Traits To Leaf Phenology In Native And Non-Native Woody Plants Of Eastern Deciduous Forests .” 2014. Thesis, Cornell University. Accessed October 17, 2019. http://hdl.handle.net/1813/36134.

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

MLA Handbook (7th Edition):

Smith, Maria. “Linking Stem And Leaf Traits To Leaf Phenology In Native And Non-Native Woody Plants Of Eastern Deciduous Forests .” 2014. Web. 17 Oct 2019.

Vancouver:

Smith M. Linking Stem And Leaf Traits To Leaf Phenology In Native And Non-Native Woody Plants Of Eastern Deciduous Forests . [Internet] [Thesis]. Cornell University; 2014. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/1813/36134.

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

Council of Science Editors:

Smith M. Linking Stem And Leaf Traits To Leaf Phenology In Native And Non-Native Woody Plants Of Eastern Deciduous Forests . [Thesis]. Cornell University; 2014. Available from: http://hdl.handle.net/1813/36134

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


University of Notre Dame

15. Erica Frances (Pirnie) Fisker. Induced and Controlled Horizontal Flow in the Vadose Zone</h1>.

Degree: PhD, Civil Engineering and Geological Sciences, 2009, University of Notre Dame

  A combination of laboratory experiments and numerical studies were utilized to demonstrate that horizontal flow can be induced and controlled in fine sediment lenses… (more)

Subjects/Keywords: unsaturated hydaulic conductivity; vadose zone; groundwater; flow

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APA (6th Edition):

Fisker, E. F. (. (2009). Induced and Controlled Horizontal Flow in the Vadose Zone</h1>. (Doctoral Dissertation). University of Notre Dame. Retrieved from https://curate.nd.edu/show/vx021c20x09

Chicago Manual of Style (16th Edition):

Fisker, Erica Frances (Pirnie). “Induced and Controlled Horizontal Flow in the Vadose Zone</h1>.” 2009. Doctoral Dissertation, University of Notre Dame. Accessed October 17, 2019. https://curate.nd.edu/show/vx021c20x09.

MLA Handbook (7th Edition):

Fisker, Erica Frances (Pirnie). “Induced and Controlled Horizontal Flow in the Vadose Zone</h1>.” 2009. Web. 17 Oct 2019.

Vancouver:

Fisker EF(. Induced and Controlled Horizontal Flow in the Vadose Zone</h1>. [Internet] [Doctoral dissertation]. University of Notre Dame; 2009. [cited 2019 Oct 17]. Available from: https://curate.nd.edu/show/vx021c20x09.

Council of Science Editors:

Fisker EF(. Induced and Controlled Horizontal Flow in the Vadose Zone</h1>. [Doctoral Dissertation]. University of Notre Dame; 2009. Available from: https://curate.nd.edu/show/vx021c20x09


University of Florida

16. Nemer, Bassel. Design of a Two-Screen Probe to Measure in-Situ Horizontal and Vertical Hydraulic Conductivities under Saturated and Unsaturated Conditions.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2008, University of Florida

 The horizontal and vertical conductivities (K) of soil layers are factors of great importance for many engineering developments, including pond and dam design, drainage, soil… (more)

Subjects/Keywords: Anisotropy; Aquifers; Barrels; Boundary conditions; Conductivity; Hydraulic conductivity; Screening tests; Soils; Stream functions; Unsaturated soils

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APA (6th Edition):

Nemer, B. (2008). Design of a Two-Screen Probe to Measure in-Situ Horizontal and Vertical Hydraulic Conductivities under Saturated and Unsaturated Conditions. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0023532

Chicago Manual of Style (16th Edition):

Nemer, Bassel. “Design of a Two-Screen Probe to Measure in-Situ Horizontal and Vertical Hydraulic Conductivities under Saturated and Unsaturated Conditions.” 2008. Doctoral Dissertation, University of Florida. Accessed October 17, 2019. http://ufdc.ufl.edu/UFE0023532.

MLA Handbook (7th Edition):

Nemer, Bassel. “Design of a Two-Screen Probe to Measure in-Situ Horizontal and Vertical Hydraulic Conductivities under Saturated and Unsaturated Conditions.” 2008. Web. 17 Oct 2019.

Vancouver:

Nemer B. Design of a Two-Screen Probe to Measure in-Situ Horizontal and Vertical Hydraulic Conductivities under Saturated and Unsaturated Conditions. [Internet] [Doctoral dissertation]. University of Florida; 2008. [cited 2019 Oct 17]. Available from: http://ufdc.ufl.edu/UFE0023532.

Council of Science Editors:

Nemer B. Design of a Two-Screen Probe to Measure in-Situ Horizontal and Vertical Hydraulic Conductivities under Saturated and Unsaturated Conditions. [Doctoral Dissertation]. University of Florida; 2008. Available from: http://ufdc.ufl.edu/UFE0023532

17. Abdelmohsen, Shahynaz. EQUIVALENT FRESHWATER MODELS FOR COASTAL AQUIFERS.

Degree: MASc (Master of Applied Science/Maîtrise ès sciences appliquées), Civil Engineering/Génie civil, 2014, Royal Military College of Canada

The aim of this study was to investigate the impact of saltwater intrusion on the transient hydraulic behavior of coastal aquifers and to develop an… (more)

Subjects/Keywords: Coastal aquifer; Saltwater Hydraulic Conductivity; Equivalent Freshwater Hydraulic Conductivity; SEAWAT

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APA (6th Edition):

Abdelmohsen, S. (2014). EQUIVALENT FRESHWATER MODELS FOR COASTAL AQUIFERS. (Masters Thesis). Royal Military College of Canada. Retrieved from http://hdl.handle.net/11264/143

Chicago Manual of Style (16th Edition):

Abdelmohsen, Shahynaz. “EQUIVALENT FRESHWATER MODELS FOR COASTAL AQUIFERS.” 2014. Masters Thesis, Royal Military College of Canada. Accessed October 17, 2019. http://hdl.handle.net/11264/143.

MLA Handbook (7th Edition):

Abdelmohsen, Shahynaz. “EQUIVALENT FRESHWATER MODELS FOR COASTAL AQUIFERS.” 2014. Web. 17 Oct 2019.

Vancouver:

Abdelmohsen S. EQUIVALENT FRESHWATER MODELS FOR COASTAL AQUIFERS. [Internet] [Masters thesis]. Royal Military College of Canada; 2014. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/11264/143.

Council of Science Editors:

Abdelmohsen S. EQUIVALENT FRESHWATER MODELS FOR COASTAL AQUIFERS. [Masters Thesis]. Royal Military College of Canada; 2014. Available from: http://hdl.handle.net/11264/143

18. Ebrahimi-Birang, Nader. The hydraulic behaviour of sand and silt soils around the residual-state condition.

Degree: 2012, University of Saskatchewan

 Geotechnical and geo-environmental engineering problems may require the computation of near-ground-surface water balances. Evaluation of the unsaturated coefficient of permeability function is often necessary in… (more)

Subjects/Keywords: Unsaturated coefficient of permeability; unsaturated hydraulic conductivity; residual-state condition; soil-water characteristic curve; water retention curve; permeability function

UNSATURATED COEFFICIENT OF PERMEABILITY AROUND THE RESIDUAL STATE ZONE… …90 3.7 PREDICTION OF THE UNSATURATED COEFFICIENT OF PERMEABILITY FUNCTION… …91 3.7.1 Form of the Unsaturated Coefficient of Permeability Function for the Entire Range… …Predict the Liquid-Phase Unsaturated Coefficient of Permeability Function within the Residual… …243 6.10 DETERMINATION OF THE UNSATURATED COEFFICIENT OF PERMEABILITY FUNCTION USING… 

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APA (6th Edition):

Ebrahimi-Birang, N. (2012). The hydraulic behaviour of sand and silt soils around the residual-state condition. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2012-09-780

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):

Ebrahimi-Birang, Nader. “The hydraulic behaviour of sand and silt soils around the residual-state condition.” 2012. Thesis, University of Saskatchewan. Accessed October 17, 2019. http://hdl.handle.net/10388/ETD-2012-09-780.

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

MLA Handbook (7th Edition):

Ebrahimi-Birang, Nader. “The hydraulic behaviour of sand and silt soils around the residual-state condition.” 2012. Web. 17 Oct 2019.

Vancouver:

Ebrahimi-Birang N. The hydraulic behaviour of sand and silt soils around the residual-state condition. [Internet] [Thesis]. University of Saskatchewan; 2012. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/10388/ETD-2012-09-780.

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

Council of Science Editors:

Ebrahimi-Birang N. The hydraulic behaviour of sand and silt soils around the residual-state condition. [Thesis]. University of Saskatchewan; 2012. Available from: http://hdl.handle.net/10388/ETD-2012-09-780

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


Universidade do Rio Grande do Sul

19. Feverharmel, Carolina. Estudo da resistência ao cisalhamento e da condutividade hidráulica de solos coluvionares não saturados da Formação Serra Geral.

Degree: 2007, Universidade do Rio Grande do Sul

Esta tese apresenta um estudo sobre a resistência ao cisalhamento e a condutividade hidráulica de dois solos coluvionares não saturados situados na divisa dos estados… (more)

Subjects/Keywords: Unsaturated soil; Resistência ao cisalhamento; Ensaios (Engenharia); Soil-water characteristic curve; Solo coluvionar; Shear strength; Hydraulic conductivity; Solo não-saturado

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APA (6th Edition):

Feverharmel, C. (2007). Estudo da resistência ao cisalhamento e da condutividade hidráulica de solos coluvionares não saturados da Formação Serra Geral. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/13467

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):

Feverharmel, Carolina. “Estudo da resistência ao cisalhamento e da condutividade hidráulica de solos coluvionares não saturados da Formação Serra Geral.” 2007. Thesis, Universidade do Rio Grande do Sul. Accessed October 17, 2019. http://hdl.handle.net/10183/13467.

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

MLA Handbook (7th Edition):

Feverharmel, Carolina. “Estudo da resistência ao cisalhamento e da condutividade hidráulica de solos coluvionares não saturados da Formação Serra Geral.” 2007. Web. 17 Oct 2019.

Vancouver:

Feverharmel C. Estudo da resistência ao cisalhamento e da condutividade hidráulica de solos coluvionares não saturados da Formação Serra Geral. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2007. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/10183/13467.

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

Council of Science Editors:

Feverharmel C. Estudo da resistência ao cisalhamento e da condutividade hidráulica de solos coluvionares não saturados da Formação Serra Geral. [Thesis]. Universidade do Rio Grande do Sul; 2007. Available from: http://hdl.handle.net/10183/13467

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


Brno University of Technology

20. Čermák, Petr. Vliv půdní struktury na hydraulické vlastnosti půdy .

Degree: 2012, Brno University of Technology

 Velmi významnou roli hraje půda v hydrologickém cyklu krajiny. Podle kvality, typu struktury a dalších vlastností půdy se odvíjí její retenční a akumulační schopnost. Retenční… (more)

Subjects/Keywords: Fyzikální vlastnosti půdy; struktura; pórovitost; retenční čára půdní vlhkosti; nasycená a nenasycená hydraulická vodivost; degradace půdy; úrodnost půdy; Physical properties of soil; structure; porosity; soil moisture retention line; saturated and unsaturated hydraulic conductivity; soil degradation; soil fertility

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APA (6th Edition):

Čermák, P. (2012). Vliv půdní struktury na hydraulické vlastnosti půdy . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/14400

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):

Čermák, Petr. “Vliv půdní struktury na hydraulické vlastnosti půdy .” 2012. Thesis, Brno University of Technology. Accessed October 17, 2019. http://hdl.handle.net/11012/14400.

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

MLA Handbook (7th Edition):

Čermák, Petr. “Vliv půdní struktury na hydraulické vlastnosti půdy .” 2012. Web. 17 Oct 2019.

Vancouver:

Čermák P. Vliv půdní struktury na hydraulické vlastnosti půdy . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/11012/14400.

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

Council of Science Editors:

Čermák P. Vliv půdní struktury na hydraulické vlastnosti půdy . [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/14400

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


Brigham Young University

21. Madsen, Matthew D. Influence of Soil Water Repellency on Post-fire Revegetation Success and Management Techniques to Improve Establishment of Desired Species.

Degree: PhD, 2009, Brigham Young University

  The influence of soil water repellency (WR) on vegetation recovery after a fire is poorly understood. This dissertation presents strategies to broaden opportunities for… (more)

Subjects/Keywords: restoration; revegetation; surfactants; water repellency; wetting agents; wildfire; weed suppression; aerial photography; geographic information systems; GIS; remote sensing; piñon; pinyon; juniper; woody plant encroachment; rangeland monitoring; soil water content; unsaturated hydraulic conductivity; anchor chaining; hydrophobicity; subcritical water repellency; Animal Sciences

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APA (6th Edition):

Madsen, M. D. (2009). Influence of Soil Water Repellency on Post-fire Revegetation Success and Management Techniques to Improve Establishment of Desired Species. (Doctoral Dissertation). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2993&context=etd

Chicago Manual of Style (16th Edition):

Madsen, Matthew D. “Influence of Soil Water Repellency on Post-fire Revegetation Success and Management Techniques to Improve Establishment of Desired Species.” 2009. Doctoral Dissertation, Brigham Young University. Accessed October 17, 2019. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2993&context=etd.

MLA Handbook (7th Edition):

Madsen, Matthew D. “Influence of Soil Water Repellency on Post-fire Revegetation Success and Management Techniques to Improve Establishment of Desired Species.” 2009. Web. 17 Oct 2019.

Vancouver:

Madsen MD. Influence of Soil Water Repellency on Post-fire Revegetation Success and Management Techniques to Improve Establishment of Desired Species. [Internet] [Doctoral dissertation]. Brigham Young University; 2009. [cited 2019 Oct 17]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2993&context=etd.

Council of Science Editors:

Madsen MD. Influence of Soil Water Repellency on Post-fire Revegetation Success and Management Techniques to Improve Establishment of Desired Species. [Doctoral Dissertation]. Brigham Young University; 2009. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2993&context=etd


University of Georgia

22. Abreu, Maria Eugenia. Permeability estimates for soils in the southern piedmont of Georgia.

Degree: MS, Agronomy, 2005, University of Georgia

 A combination of different characteristics may affect the permeability behavior of a soil. Saturated hydraulic conductivity or permeability (Ks) was measured in situ at five… (more)

Subjects/Keywords: saturated hydraulic conductivity

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APA (6th Edition):

Abreu, M. E. (2005). Permeability estimates for soils in the southern piedmont of Georgia. (Masters Thesis). University of Georgia. Retrieved from http://purl.galileo.usg.edu/uga_etd/abreu_maria_e_200512_ms

Chicago Manual of Style (16th Edition):

Abreu, Maria Eugenia. “Permeability estimates for soils in the southern piedmont of Georgia.” 2005. Masters Thesis, University of Georgia. Accessed October 17, 2019. http://purl.galileo.usg.edu/uga_etd/abreu_maria_e_200512_ms.

MLA Handbook (7th Edition):

Abreu, Maria Eugenia. “Permeability estimates for soils in the southern piedmont of Georgia.” 2005. Web. 17 Oct 2019.

Vancouver:

Abreu ME. Permeability estimates for soils in the southern piedmont of Georgia. [Internet] [Masters thesis]. University of Georgia; 2005. [cited 2019 Oct 17]. Available from: http://purl.galileo.usg.edu/uga_etd/abreu_maria_e_200512_ms.

Council of Science Editors:

Abreu ME. Permeability estimates for soils in the southern piedmont of Georgia. [Masters Thesis]. University of Georgia; 2005. Available from: http://purl.galileo.usg.edu/uga_etd/abreu_maria_e_200512_ms


Texas A&M University

23. Jansen, Timothy A. The Effect of Rock Properties on Hydraulic Fracture Conductivity in the Eagle Ford and Fayetteville Shales.

Degree: 2014, Texas A&M University

Hydraulic fracture treatments are used in low permeability shale reservoirs in order to provide highly conductive pathways from the reservoir to the wellbore. The success… (more)

Subjects/Keywords: Fracture Conductivity; Eagle Ford; Fayetteville; Hydraulic Fracturing

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APA (6th Edition):

Jansen, T. A. (2014). The Effect of Rock Properties on Hydraulic Fracture Conductivity in the Eagle Ford and Fayetteville Shales. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153882

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):

Jansen, Timothy A. “The Effect of Rock Properties on Hydraulic Fracture Conductivity in the Eagle Ford and Fayetteville Shales.” 2014. Thesis, Texas A&M University. Accessed October 17, 2019. http://hdl.handle.net/1969.1/153882.

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

MLA Handbook (7th Edition):

Jansen, Timothy A. “The Effect of Rock Properties on Hydraulic Fracture Conductivity in the Eagle Ford and Fayetteville Shales.” 2014. Web. 17 Oct 2019.

Vancouver:

Jansen TA. The Effect of Rock Properties on Hydraulic Fracture Conductivity in the Eagle Ford and Fayetteville Shales. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/1969.1/153882.

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

Council of Science Editors:

Jansen TA. The Effect of Rock Properties on Hydraulic Fracture Conductivity in the Eagle Ford and Fayetteville Shales. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153882

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


University of Canterbury

24. Flintoft, Mark John. Optimising the use of Recirculating Well Pairs for the Determination of Aquifer Hydraulic Conductivity.

Degree: Civil and Natural Resources Engineering, 2009, University of Canterbury

Hydraulic conductivity (K) is a key parameter required for the accurate prediction of contaminant transport in an aquifer. Traditionally, pump tests, slug tests, grain size… (more)

Subjects/Keywords: Hydraulic Conductivity; Recirculating wells; Contaminant transport

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APA (6th Edition):

Flintoft, M. J. (2009). Optimising the use of Recirculating Well Pairs for the Determination of Aquifer Hydraulic Conductivity. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/3453

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):

Flintoft, Mark John. “Optimising the use of Recirculating Well Pairs for the Determination of Aquifer Hydraulic Conductivity.” 2009. Thesis, University of Canterbury. Accessed October 17, 2019. http://hdl.handle.net/10092/3453.

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

MLA Handbook (7th Edition):

Flintoft, Mark John. “Optimising the use of Recirculating Well Pairs for the Determination of Aquifer Hydraulic Conductivity.” 2009. Web. 17 Oct 2019.

Vancouver:

Flintoft MJ. Optimising the use of Recirculating Well Pairs for the Determination of Aquifer Hydraulic Conductivity. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/10092/3453.

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

Council of Science Editors:

Flintoft MJ. Optimising the use of Recirculating Well Pairs for the Determination of Aquifer Hydraulic Conductivity. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/3453

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


California State University – Sacramento

25. Leikam, Dennis E. Variability of hydraulic conductivity in a complex aquifer system, California Coast Range foothills, San Joaquin County, California.

Degree: MS, Geology, 2010, California State University – Sacramento

 Single well slug tests measured hydraulic conductivity of twenty two wells at an industrial food processing facility, covering approximately 300-acres. Boring logs were studied to… (more)

Subjects/Keywords: Hydraulic conductivity; Coast ranges; Complex aquifer

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APA (6th Edition):

Leikam, D. E. (2010). Variability of hydraulic conductivity in a complex aquifer system, California Coast Range foothills, San Joaquin County, California. (Masters Thesis). California State University – Sacramento. Retrieved from http://hdl.handle.net/10211.9/148

Chicago Manual of Style (16th Edition):

Leikam, Dennis E. “Variability of hydraulic conductivity in a complex aquifer system, California Coast Range foothills, San Joaquin County, California.” 2010. Masters Thesis, California State University – Sacramento. Accessed October 17, 2019. http://hdl.handle.net/10211.9/148.

MLA Handbook (7th Edition):

Leikam, Dennis E. “Variability of hydraulic conductivity in a complex aquifer system, California Coast Range foothills, San Joaquin County, California.” 2010. Web. 17 Oct 2019.

Vancouver:

Leikam DE. Variability of hydraulic conductivity in a complex aquifer system, California Coast Range foothills, San Joaquin County, California. [Internet] [Masters thesis]. California State University – Sacramento; 2010. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/10211.9/148.

Council of Science Editors:

Leikam DE. Variability of hydraulic conductivity in a complex aquifer system, California Coast Range foothills, San Joaquin County, California. [Masters Thesis]. California State University – Sacramento; 2010. Available from: http://hdl.handle.net/10211.9/148


Penn State University

26. Fitzgerald, Michael Robert. Influence of drainage state on direct-push permeability profiling methods.

Degree: PhD, Energy and Geo-Environmental Engineering, 2009, Penn State University

 This dissertation is composed of three articles that examine the influence of drainage condition on the measured magnitudes of mechanical and fluid transport properties of… (more)

Subjects/Keywords: soils; hydraulic conductivity; permeability; direct-push

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APA (6th Edition):

Fitzgerald, M. R. (2009). Influence of drainage state on direct-push permeability profiling methods. (Doctoral Dissertation). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/9355

Chicago Manual of Style (16th Edition):

Fitzgerald, Michael Robert. “Influence of drainage state on direct-push permeability profiling methods.” 2009. Doctoral Dissertation, Penn State University. Accessed October 17, 2019. https://etda.libraries.psu.edu/catalog/9355.

MLA Handbook (7th Edition):

Fitzgerald, Michael Robert. “Influence of drainage state on direct-push permeability profiling methods.” 2009. Web. 17 Oct 2019.

Vancouver:

Fitzgerald MR. Influence of drainage state on direct-push permeability profiling methods. [Internet] [Doctoral dissertation]. Penn State University; 2009. [cited 2019 Oct 17]. Available from: https://etda.libraries.psu.edu/catalog/9355.

Council of Science Editors:

Fitzgerald MR. Influence of drainage state on direct-push permeability profiling methods. [Doctoral Dissertation]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/9355


University of Saskatchewan

27. Li, Gang. Effect of cracks on the transport characteristics of cracked concrete.

Degree: 2014, University of Saskatchewan

 Cracks in reinforced concrete structures can occur as a result of many phenomena such as fresh concrete bleeding, restrained shrinkage, thermal gradients, freeze-thaw cycles, alkali-aggregate… (more)

Subjects/Keywords: Hydraulic conductivity Permeability Cracked concrete TDR

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

APA (6th Edition):

Li, G. (2014). Effect of cracks on the transport characteristics of cracked concrete. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2014-04-1525

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

Chicago Manual of Style (16th Edition):

Li, Gang. “Effect of cracks on the transport characteristics of cracked concrete.” 2014. Thesis, University of Saskatchewan. Accessed October 17, 2019. http://hdl.handle.net/10388/ETD-2014-04-1525.

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

MLA Handbook (7th Edition):

Li, Gang. “Effect of cracks on the transport characteristics of cracked concrete.” 2014. Web. 17 Oct 2019.

Vancouver:

Li G. Effect of cracks on the transport characteristics of cracked concrete. [Internet] [Thesis]. University of Saskatchewan; 2014. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/10388/ETD-2014-04-1525.

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

Council of Science Editors:

Li G. Effect of cracks on the transport characteristics of cracked concrete. [Thesis]. University of Saskatchewan; 2014. Available from: http://hdl.handle.net/10388/ETD-2014-04-1525

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


Virginia Tech

28. Cranmer, Elizabeth Nadine. Effect of Urbanization on the Hyporheic Zone: Lessons from the Virginia Piedmont.

Degree: MS, Environmental Engineering, 2011, Virginia Tech

 As the worldâ s population shifts toward living in cities, urbanization and its deleterious effects on the environment are a cause of increasing concern. The… (more)

Subjects/Keywords: sediment; hydraulic conductivity; hyporheic; stream; urbanization

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

APA (6th Edition):

Cranmer, E. N. (2011). Effect of Urbanization on the Hyporheic Zone: Lessons from the Virginia Piedmont. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/43872

Chicago Manual of Style (16th Edition):

Cranmer, Elizabeth Nadine. “Effect of Urbanization on the Hyporheic Zone: Lessons from the Virginia Piedmont.” 2011. Masters Thesis, Virginia Tech. Accessed October 17, 2019. http://hdl.handle.net/10919/43872.

MLA Handbook (7th Edition):

Cranmer, Elizabeth Nadine. “Effect of Urbanization on the Hyporheic Zone: Lessons from the Virginia Piedmont.” 2011. Web. 17 Oct 2019.

Vancouver:

Cranmer EN. Effect of Urbanization on the Hyporheic Zone: Lessons from the Virginia Piedmont. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2019 Oct 17]. Available from: http://hdl.handle.net/10919/43872.

Council of Science Editors:

Cranmer EN. Effect of Urbanization on the Hyporheic Zone: Lessons from the Virginia Piedmont. [Masters Thesis]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/43872


Luleå University of Technology

29. Abitew, Aymiro. Hydro-Geotechnical Study of Tailings at Aitik Mine : Emphasis on Hydraulic Conductivity of the Deposit.

Degree: 2012, Luleå University of Technology

The main objective of this study is to characterize the tailings deposit at Aitik Mine in terms of its hydro geotechnical properties with more… (more)

Subjects/Keywords: Technology; Hydraulic conductivity; Tailings; void ratio; Teknik

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

APA (6th Edition):

Abitew, A. (2012). Hydro-Geotechnical Study of Tailings at Aitik Mine : Emphasis on Hydraulic Conductivity of the Deposit. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-44287

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):

Abitew, Aymiro. “Hydro-Geotechnical Study of Tailings at Aitik Mine : Emphasis on Hydraulic Conductivity of the Deposit.” 2012. Thesis, Luleå University of Technology. Accessed October 17, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-44287.

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

MLA Handbook (7th Edition):

Abitew, Aymiro. “Hydro-Geotechnical Study of Tailings at Aitik Mine : Emphasis on Hydraulic Conductivity of the Deposit.” 2012. Web. 17 Oct 2019.

Vancouver:

Abitew A. Hydro-Geotechnical Study of Tailings at Aitik Mine : Emphasis on Hydraulic Conductivity of the Deposit. [Internet] [Thesis]. Luleå University of Technology; 2012. [cited 2019 Oct 17]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-44287.

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

Council of Science Editors:

Abitew A. Hydro-Geotechnical Study of Tailings at Aitik Mine : Emphasis on Hydraulic Conductivity of the Deposit. [Thesis]. Luleå University of Technology; 2012. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-44287

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


University of Wollongong

30. Nguyen, Vo Trong. Flow through filters in embankment dams.

Degree: PhD, 2012, University of Wollongong

  This thesis presents studies relating to filter and filtration problems, namely time-dependent filtration process of a given combination of base and filter soils, suffusion… (more)

Subjects/Keywords: filtration; suffusion; granular filters; hydraulic conductivity

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

APA (6th Edition):

Nguyen, V. T. (2012). Flow through filters in embankment dams. (Doctoral Dissertation). University of Wollongong. Retrieved from 090501 Civil Geotechnical Engineering, 090502 Construction Engineering, 090507 Transport Engineering, 090509 Water Resources Engineering ; https://ro.uow.edu.au/theses/3646

Chicago Manual of Style (16th Edition):

Nguyen, Vo Trong. “Flow through filters in embankment dams.” 2012. Doctoral Dissertation, University of Wollongong. Accessed October 17, 2019. 090501 Civil Geotechnical Engineering, 090502 Construction Engineering, 090507 Transport Engineering, 090509 Water Resources Engineering ; https://ro.uow.edu.au/theses/3646.

MLA Handbook (7th Edition):

Nguyen, Vo Trong. “Flow through filters in embankment dams.” 2012. Web. 17 Oct 2019.

Vancouver:

Nguyen VT. Flow through filters in embankment dams. [Internet] [Doctoral dissertation]. University of Wollongong; 2012. [cited 2019 Oct 17]. Available from: 090501 Civil Geotechnical Engineering, 090502 Construction Engineering, 090507 Transport Engineering, 090509 Water Resources Engineering ; https://ro.uow.edu.au/theses/3646.

Council of Science Editors:

Nguyen VT. Flow through filters in embankment dams. [Doctoral Dissertation]. University of Wollongong; 2012. Available from: 090501 Civil Geotechnical Engineering, 090502 Construction Engineering, 090507 Transport Engineering, 090509 Water Resources Engineering ; https://ro.uow.edu.au/theses/3646

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