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You searched for subject:(water retention curve). Showing records 1 – 27 of 27 total matches.

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Texas A&M University

1. Blake, John K. Quantification of Available Water Content Comparing Standard Methods and the Pedostructure Concept on Four Different Soils.

Degree: 2016, Texas A&M University

 The purpose of this study is to evaluate the use of the pedostructure soil concept to determine the available water within soil. Specifically, the hydro-structural… (more)

Subjects/Keywords: Pedostructure; Shrinkage Curve; Water Retention Curve; Available Water; Soil Thermodynamcis, Soil Water Holding Capacity

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

APA (6th Edition):

Blake, J. K. (2016). Quantification of Available Water Content Comparing Standard Methods and the Pedostructure Concept on Four Different Soils. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/158613

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):

Blake, John K. “Quantification of Available Water Content Comparing Standard Methods and the Pedostructure Concept on Four Different Soils.” 2016. Thesis, Texas A&M University. Accessed April 08, 2020. http://hdl.handle.net/1969.1/158613.

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

MLA Handbook (7th Edition):

Blake, John K. “Quantification of Available Water Content Comparing Standard Methods and the Pedostructure Concept on Four Different Soils.” 2016. Web. 08 Apr 2020.

Vancouver:

Blake JK. Quantification of Available Water Content Comparing Standard Methods and the Pedostructure Concept on Four Different Soils. [Internet] [Thesis]. Texas A&M University; 2016. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1969.1/158613.

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

Council of Science Editors:

Blake JK. Quantification of Available Water Content Comparing Standard Methods and the Pedostructure Concept on Four Different Soils. [Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/158613

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


University of New South Wales

2. Yousefnia Pasha, Amin. Study of water retention curve for deformable porous media.

Degree: Civil & Environmental Engineering, 2016, University of New South Wales

 The water retention curve (WRC) is a fundamental property of porous media that has extensive applications in different science and engineering disciplines. Past experimental evidence… (more)

Subjects/Keywords: Soil water characteristic curve; Unsaturated soils; Water Retention Curve; Hydromechanical coupling; deformable porous media

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APA (6th Edition):

Yousefnia Pasha, A. (2016). Study of water retention curve for deformable porous media. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/56922 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42049/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Yousefnia Pasha, Amin. “Study of water retention curve for deformable porous media.” 2016. Doctoral Dissertation, University of New South Wales. Accessed April 08, 2020. http://handle.unsw.edu.au/1959.4/56922 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42049/SOURCE02?view=true.

MLA Handbook (7th Edition):

Yousefnia Pasha, Amin. “Study of water retention curve for deformable porous media.” 2016. Web. 08 Apr 2020.

Vancouver:

Yousefnia Pasha A. Study of water retention curve for deformable porous media. [Internet] [Doctoral dissertation]. University of New South Wales; 2016. [cited 2020 Apr 08]. Available from: http://handle.unsw.edu.au/1959.4/56922 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42049/SOURCE02?view=true.

Council of Science Editors:

Yousefnia Pasha A. Study of water retention curve for deformable porous media. [Doctoral Dissertation]. University of New South Wales; 2016. Available from: http://handle.unsw.edu.au/1959.4/56922 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42049/SOURCE02?view=true


Texas A&M University

3. Hallmark, Brittany L. Impact of CeO2 Nanoparticles and Sodium Chloride (NaCl) on Soil Water Potential and Distribution.

Degree: MS, Civil Engineering, 2017, Texas A&M University

 Engineered nanoparticles are more and more being released into the environment even though not much is known about how these NPs will behave in the… (more)

Subjects/Keywords: soil shrinkage curve; water retention curve; hydrostructural parameters; cerium oxide nanoparticles; sodium chloride

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APA (6th Edition):

Hallmark, B. L. (2017). Impact of CeO2 Nanoparticles and Sodium Chloride (NaCl) on Soil Water Potential and Distribution. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/165791

Chicago Manual of Style (16th Edition):

Hallmark, Brittany L. “Impact of CeO2 Nanoparticles and Sodium Chloride (NaCl) on Soil Water Potential and Distribution.” 2017. Masters Thesis, Texas A&M University. Accessed April 08, 2020. http://hdl.handle.net/1969.1/165791.

MLA Handbook (7th Edition):

Hallmark, Brittany L. “Impact of CeO2 Nanoparticles and Sodium Chloride (NaCl) on Soil Water Potential and Distribution.” 2017. Web. 08 Apr 2020.

Vancouver:

Hallmark BL. Impact of CeO2 Nanoparticles and Sodium Chloride (NaCl) on Soil Water Potential and Distribution. [Internet] [Masters thesis]. Texas A&M University; 2017. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1969.1/165791.

Council of Science Editors:

Hallmark BL. Impact of CeO2 Nanoparticles and Sodium Chloride (NaCl) on Soil Water Potential and Distribution. [Masters Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/165791


Queens University

4. Beddoe, Ryley. Evaluation of the Water Retention Behaviour of Geosynthetic Clay Liners .

Degree: Civil Engineering, 2009, Queens University

 Geosynthetic clay liners (GCL) are a composite material commonly used as hydraulic barriers in landfill liners. Due to their dependence on hydration for proper function,… (more)

Subjects/Keywords: gcl; suction; water retention curve

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APA (6th Edition):

Beddoe, R. (2009). Evaluation of the Water Retention Behaviour of Geosynthetic Clay Liners . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/1772

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):

Beddoe, Ryley. “Evaluation of the Water Retention Behaviour of Geosynthetic Clay Liners .” 2009. Thesis, Queens University. Accessed April 08, 2020. http://hdl.handle.net/1974/1772.

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

MLA Handbook (7th Edition):

Beddoe, Ryley. “Evaluation of the Water Retention Behaviour of Geosynthetic Clay Liners .” 2009. Web. 08 Apr 2020.

Vancouver:

Beddoe R. Evaluation of the Water Retention Behaviour of Geosynthetic Clay Liners . [Internet] [Thesis]. Queens University; 2009. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1974/1772.

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

Council of Science Editors:

Beddoe R. Evaluation of the Water Retention Behaviour of Geosynthetic Clay Liners . [Thesis]. Queens University; 2009. Available from: http://hdl.handle.net/1974/1772

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


University of California – Irvine

5. Rahnamay Naeini, Matin. Scaling and Regionalization of Flow Duration Curve Across the Contiguous United States.

Degree: Civil Engineering, 2016, University of California – Irvine

 The flow duration curve (FDC) is a signature catchment characteristic that depicts graphically the relationship between the exceedance probability of streamflow and its magnitude. This… (more)

Subjects/Keywords: Civil engineering; Water resources management; FDC; flow duration curve; regionalization; scaling; water retention; WRC

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APA (6th Edition):

Rahnamay Naeini, M. (2016). Scaling and Regionalization of Flow Duration Curve Across the Contiguous United States. (Thesis). University of California – Irvine. Retrieved from http://www.escholarship.org/uc/item/5kr969ps

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):

Rahnamay Naeini, Matin. “Scaling and Regionalization of Flow Duration Curve Across the Contiguous United States.” 2016. Thesis, University of California – Irvine. Accessed April 08, 2020. http://www.escholarship.org/uc/item/5kr969ps.

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

MLA Handbook (7th Edition):

Rahnamay Naeini, Matin. “Scaling and Regionalization of Flow Duration Curve Across the Contiguous United States.” 2016. Web. 08 Apr 2020.

Vancouver:

Rahnamay Naeini M. Scaling and Regionalization of Flow Duration Curve Across the Contiguous United States. [Internet] [Thesis]. University of California – Irvine; 2016. [cited 2020 Apr 08]. Available from: http://www.escholarship.org/uc/item/5kr969ps.

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

Council of Science Editors:

Rahnamay Naeini M. Scaling and Regionalization of Flow Duration Curve Across the Contiguous United States. [Thesis]. University of California – Irvine; 2016. Available from: http://www.escholarship.org/uc/item/5kr969ps

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


University of Tennessee – Knoxville

6. Roberts, William Blake. Geostatistical Analysis of Point Soil Water Retention Parameters for Flint Sand.

Degree: MS, Geology, 2015, University of Tennessee – Knoxville

  Geostatistics were employed to characterize sub-core scale heterogeneity and identify spatial structure in previously published water retention data (Kang et al., 2014) obtained using… (more)

Subjects/Keywords: Geostatistics; Water Retention Curve; Neutron Imaging; Trend Surface Analysis; Brooks and Corey; Kriging; Geology

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APA (6th Edition):

Roberts, W. B. (2015). Geostatistical Analysis of Point Soil Water Retention Parameters for Flint Sand. (Thesis). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_gradthes/3506

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):

Roberts, William Blake. “Geostatistical Analysis of Point Soil Water Retention Parameters for Flint Sand.” 2015. Thesis, University of Tennessee – Knoxville. Accessed April 08, 2020. https://trace.tennessee.edu/utk_gradthes/3506.

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

MLA Handbook (7th Edition):

Roberts, William Blake. “Geostatistical Analysis of Point Soil Water Retention Parameters for Flint Sand.” 2015. Web. 08 Apr 2020.

Vancouver:

Roberts WB. Geostatistical Analysis of Point Soil Water Retention Parameters for Flint Sand. [Internet] [Thesis]. University of Tennessee – Knoxville; 2015. [cited 2020 Apr 08]. Available from: https://trace.tennessee.edu/utk_gradthes/3506.

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

Council of Science Editors:

Roberts WB. Geostatistical Analysis of Point Soil Water Retention Parameters for Flint Sand. [Thesis]. University of Tennessee – Knoxville; 2015. Available from: https://trace.tennessee.edu/utk_gradthes/3506

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

7. Saab, Alfredo Lopes [UNESP]. Influência da sucção nos parâmetros de compressibilidade de um solo não saturado.

Degree: 2017, Universidade Estadual Paulista

Nos solos não saturados mudanças sazonais de umidade ocorrem devido a ciclos de umedecimento e secagem. Tais mudanças dependem das características do solo e das… (more)

Subjects/Keywords: Solo não saturado; Ensaio edométrico; Sucção; Curva de retenção; Unsaturated soil; Oedometer test; Suction; Soil water curve retention

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APA (6th Edition):

Saab, A. L. [. (2017). Influência da sucção nos parâmetros de compressibilidade de um solo não saturado. (Thesis). Universidade Estadual Paulista. Retrieved from http://hdl.handle.net/11449/148696

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):

Saab, Alfredo Lopes [UNESP]. “Influência da sucção nos parâmetros de compressibilidade de um solo não saturado.” 2017. Thesis, Universidade Estadual Paulista. Accessed April 08, 2020. http://hdl.handle.net/11449/148696.

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

MLA Handbook (7th Edition):

Saab, Alfredo Lopes [UNESP]. “Influência da sucção nos parâmetros de compressibilidade de um solo não saturado.” 2017. Web. 08 Apr 2020.

Vancouver:

Saab AL[. Influência da sucção nos parâmetros de compressibilidade de um solo não saturado. [Internet] [Thesis]. Universidade Estadual Paulista; 2017. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/11449/148696.

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

Council of Science Editors:

Saab AL[. Influência da sucção nos parâmetros de compressibilidade de um solo não saturado. [Thesis]. Universidade Estadual Paulista; 2017. Available from: http://hdl.handle.net/11449/148696

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

8. Gilberto Comiran. AplicaÃÃo dos modelos poro neutro e mÃdia geomÃtrica na estimativa da condutividade hidrÃulica de um latossolo.

Degree: 2006, Universidade Estadual do Oeste do Parana

In this work, it is shown an application of a model to obtain the hydraulic conductivity of soils no saturated using concepts Fractal Geometry and… (more)

Subjects/Keywords: ENGENHARIA AGRICOLA; Condutividade hidrÃulica; modelo fractal; soil water retention curve; curva de retenÃÃo da Ãgua no solo; fractal model; Hydraulic conductivity

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APA (6th Edition):

Comiran, G. (2006). AplicaÃÃo dos modelos poro neutro e mÃdia geomÃtrica na estimativa da condutividade hidrÃulica de um latossolo. (Thesis). Universidade Estadual do Oeste do Parana. Retrieved from http://tede.unioeste.br/tede//tde_busca/arquivo.php?codArquivo=87

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):

Comiran, Gilberto. “AplicaÃÃo dos modelos poro neutro e mÃdia geomÃtrica na estimativa da condutividade hidrÃulica de um latossolo.” 2006. Thesis, Universidade Estadual do Oeste do Parana. Accessed April 08, 2020. http://tede.unioeste.br/tede//tde_busca/arquivo.php?codArquivo=87.

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

MLA Handbook (7th Edition):

Comiran, Gilberto. “AplicaÃÃo dos modelos poro neutro e mÃdia geomÃtrica na estimativa da condutividade hidrÃulica de um latossolo.” 2006. Web. 08 Apr 2020.

Vancouver:

Comiran G. AplicaÃÃo dos modelos poro neutro e mÃdia geomÃtrica na estimativa da condutividade hidrÃulica de um latossolo. [Internet] [Thesis]. Universidade Estadual do Oeste do Parana; 2006. [cited 2020 Apr 08]. Available from: http://tede.unioeste.br/tede//tde_busca/arquivo.php?codArquivo=87.

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

Council of Science Editors:

Comiran G. AplicaÃÃo dos modelos poro neutro e mÃdia geomÃtrica na estimativa da condutividade hidrÃulica de um latossolo. [Thesis]. Universidade Estadual do Oeste do Parana; 2006. Available from: http://tede.unioeste.br/tede//tde_busca/arquivo.php?codArquivo=87

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

9. Eurileny Lucas de Almeida. Measurement of hydraulic conductivity and water retention curves for different methods and prediction of soil physical properties by kriging.

Degree: Master, 2013, Universidade Federal do Ceará

Knowledge of the physical and hydraulic properties of the soil and its spatial dependence is important because it allows you to perform the zoning of… (more)

Subjects/Keywords: FISICA DO SOLO; Condutividade hidrÃulica; Curva de retenÃÃo de Ãgua; Krigagem; Hydraulic conductivity; Water retention curve; Kriging

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APA (6th Edition):

Almeida, E. L. d. (2013). Measurement of hydraulic conductivity and water retention curves for different methods and prediction of soil physical properties by kriging. (Masters Thesis). Universidade Federal do Ceará. Retrieved from http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=13855 ;

Chicago Manual of Style (16th Edition):

Almeida, Eurileny Lucas de. “Measurement of hydraulic conductivity and water retention curves for different methods and prediction of soil physical properties by kriging.” 2013. Masters Thesis, Universidade Federal do Ceará. Accessed April 08, 2020. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=13855 ;.

MLA Handbook (7th Edition):

Almeida, Eurileny Lucas de. “Measurement of hydraulic conductivity and water retention curves for different methods and prediction of soil physical properties by kriging.” 2013. Web. 08 Apr 2020.

Vancouver:

Almeida ELd. Measurement of hydraulic conductivity and water retention curves for different methods and prediction of soil physical properties by kriging. [Internet] [Masters thesis]. Universidade Federal do Ceará 2013. [cited 2020 Apr 08]. Available from: http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=13855 ;.

Council of Science Editors:

Almeida ELd. Measurement of hydraulic conductivity and water retention curves for different methods and prediction of soil physical properties by kriging. [Masters Thesis]. Universidade Federal do Ceará 2013. Available from: http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=13855 ;


Universidade do Rio Grande do Sul

10. Melo, Tirzah Moreira de. Simulação estocástica dos impactos das mudanças climáticas sobre as demandas de água para irrigação na região noroeste do Rio Grande do Sul.

Degree: 2015, Universidade do Rio Grande do Sul

 Esta tese foi desenvolvida para avaliar os impactos das mudanças climáticas ao longo deste século sobre as demandas futuras de água para irrigação da soja… (more)

Subjects/Keywords: Saturated hydraulic conductivity; Mudancas climáticas : Impacto ambiental; Soil water retention curve parameters; Condutividade hidráulica; Simulação geoestatística; Geoestatistical simulation; Climate projections

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APA (6th Edition):

Melo, T. M. d. (2015). Simulação estocástica dos impactos das mudanças climáticas sobre as demandas de água para irrigação na região noroeste do Rio Grande do Sul. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/129854

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):

Melo, Tirzah Moreira de. “Simulação estocástica dos impactos das mudanças climáticas sobre as demandas de água para irrigação na região noroeste do Rio Grande do Sul.” 2015. Thesis, Universidade do Rio Grande do Sul. Accessed April 08, 2020. http://hdl.handle.net/10183/129854.

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

MLA Handbook (7th Edition):

Melo, Tirzah Moreira de. “Simulação estocástica dos impactos das mudanças climáticas sobre as demandas de água para irrigação na região noroeste do Rio Grande do Sul.” 2015. Web. 08 Apr 2020.

Vancouver:

Melo TMd. Simulação estocástica dos impactos das mudanças climáticas sobre as demandas de água para irrigação na região noroeste do Rio Grande do Sul. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2015. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10183/129854.

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

Council of Science Editors:

Melo TMd. Simulação estocástica dos impactos das mudanças climáticas sobre as demandas de água para irrigação na região noroeste do Rio Grande do Sul. [Thesis]. Universidade do Rio Grande do Sul; 2015. Available from: http://hdl.handle.net/10183/129854

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

11. 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 April 08, 2020. 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. 08 Apr 2020.

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 2020 Apr 08]. 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/ ;


University of Western Ontario

12. Perelli, Ginevra Alessandra. Characterization of the Green Roof Growth Media.

Degree: 2014, University of Western Ontario

 Green roofs are becoming a popular solution to manage the stormwater, to reduce the energy consumption in highly urbanized environment and provide many additional benefits.… (more)

Subjects/Keywords: Green roof; growth media; soil water retention curve; capillary pressure; field capacity; thermal properties; Environmental Engineering; Hydraulic Engineering; Other Civil and Environmental Engineering

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APA (6th Edition):

Perelli, G. A. (2014). Characterization of the Green Roof Growth Media. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/2205

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):

Perelli, Ginevra Alessandra. “Characterization of the Green Roof Growth Media.” 2014. Thesis, University of Western Ontario. Accessed April 08, 2020. https://ir.lib.uwo.ca/etd/2205.

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

MLA Handbook (7th Edition):

Perelli, Ginevra Alessandra. “Characterization of the Green Roof Growth Media.” 2014. Web. 08 Apr 2020.

Vancouver:

Perelli GA. Characterization of the Green Roof Growth Media. [Internet] [Thesis]. University of Western Ontario; 2014. [cited 2020 Apr 08]. Available from: https://ir.lib.uwo.ca/etd/2205.

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

Council of Science Editors:

Perelli GA. Characterization of the Green Roof Growth Media. [Thesis]. University of Western Ontario; 2014. Available from: https://ir.lib.uwo.ca/etd/2205

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


Brno University of Technology

13. Galuška, Martin. Návrh malé vodní nádrže .

Degree: 2016, Brno University of Technology

 Práce se zaměřuje na vypracování zjednodušeného návrhu vodohospodářského a konstrukčního řešení v lokalitě Bezměrov. V části teoretické jsou stručně popsány základní funkční objekty nádrže. Samotná… (more)

Subjects/Keywords: průtok; vodní nádrž; retence; povodňová vlna; hrázové těleso; přeliv; konzumční křivka; flow; water reservoir; retention; flood wave; dam body; spillway; consuming curve

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

APA (6th Edition):

Galuška, M. (2016). Návrh malé vodní nádrže . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57594

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):

Galuška, Martin. “Návrh malé vodní nádrže .” 2016. Thesis, Brno University of Technology. Accessed April 08, 2020. http://hdl.handle.net/11012/57594.

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

MLA Handbook (7th Edition):

Galuška, Martin. “Návrh malé vodní nádrže .” 2016. Web. 08 Apr 2020.

Vancouver:

Galuška M. Návrh malé vodní nádrže . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/11012/57594.

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

Council of Science Editors:

Galuška M. Návrh malé vodní nádrže . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57594

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

14. 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

…31 Figure 2.9 Soil-water characteristic curve indicating different stages of desaturation… …148 Figure 5.4 Soil-water characteristic curve data for Beaver Creek sand using the U of S… …151 Figure 5.5 Soil-water characteristic curve data for Botkin silt using the U of S… …152 Figure 5.6 Soil-water characteristic curve data for Botkin silt using the U of S… …Figure 5.7 Soil-water characteristic curve data for Beaver Creek sand (Specimen S31)… 

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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 April 08, 2020. 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. 08 Apr 2020.

Vancouver:

Ebrahimi-Birang N. The hydraulic behaviour of sand and silt soils around the residual-state condition. [Internet] [Thesis]. University of Saskatchewan; 2012. [cited 2020 Apr 08]. 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

15. Leroux, Nicolas Romain 1990-. Mass and Heat Flow through Snowpacks.

Degree: 2018, University of Saskatchewan

 Accurate estimation of snowmelt runoff is of primary importance in streamflow prediction for water management and flood forecasting in cold regions. Lateral flow, preferential flow… (more)

Subjects/Keywords: Water flow through snow; Snowmelt; Preferential Flow Paths; Heat advection through snow; Snow water retention curve

…104 5.2.1 Water Retention Curve… …and liquid water content in the snow water retention curve… …97 Figure 5.1 a) Example of a water retention curve for 𝛼 9 = 10 m-1, 𝑛9 = 10… …Snow) WRC (Water Retention Curve) SMPP (Snowmelt Model with Preferential… …snowpacks, such as the water retention curve, ice layer permeability, and grain growth rate with… 

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APA (6th Edition):

Leroux, N. R. 1. (2018). Mass and Heat Flow through Snowpacks. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/8649

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):

Leroux, Nicolas Romain 1990-. “Mass and Heat Flow through Snowpacks.” 2018. Thesis, University of Saskatchewan. Accessed April 08, 2020. http://hdl.handle.net/10388/8649.

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

MLA Handbook (7th Edition):

Leroux, Nicolas Romain 1990-. “Mass and Heat Flow through Snowpacks.” 2018. Web. 08 Apr 2020.

Vancouver:

Leroux NR1. Mass and Heat Flow through Snowpacks. [Internet] [Thesis]. University of Saskatchewan; 2018. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10388/8649.

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

Council of Science Editors:

Leroux NR1. Mass and Heat Flow through Snowpacks. [Thesis]. University of Saskatchewan; 2018. Available from: http://hdl.handle.net/10388/8649

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

16. Gimenes, Fernando Henrique Setti. Curva de retenção na avaliação da qualidade física do solo.

Degree: Mestrado, Solos e Nutrição de Plantas, 2013, University of São Paulo

O solo é um importante recurso natural e a sua conservação é essencial para uma produção sustentável. A qualidade de um solo, por sua vez,… (more)

Subjects/Keywords: Física do solo; Frequência de distribuição de poros; Índice S; Latossolo - Propriedades físicas; Oxisol-physical properties; Pore-size distribution frequency; Retenção da água no solo; S index; Soil physics; Soil water retention curve

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APA (6th Edition):

Gimenes, F. H. S. (2013). Curva de retenção na avaliação da qualidade física do solo. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/11/11140/tde-15032013-084354/ ;

Chicago Manual of Style (16th Edition):

Gimenes, Fernando Henrique Setti. “Curva de retenção na avaliação da qualidade física do solo.” 2013. Masters Thesis, University of São Paulo. Accessed April 08, 2020. http://www.teses.usp.br/teses/disponiveis/11/11140/tde-15032013-084354/ ;.

MLA Handbook (7th Edition):

Gimenes, Fernando Henrique Setti. “Curva de retenção na avaliação da qualidade física do solo.” 2013. Web. 08 Apr 2020.

Vancouver:

Gimenes FHS. Curva de retenção na avaliação da qualidade física do solo. [Internet] [Masters thesis]. University of São Paulo; 2013. [cited 2020 Apr 08]. Available from: http://www.teses.usp.br/teses/disponiveis/11/11140/tde-15032013-084354/ ;.

Council of Science Editors:

Gimenes FHS. Curva de retenção na avaliação da qualidade física do solo. [Masters Thesis]. University of São Paulo; 2013. Available from: http://www.teses.usp.br/teses/disponiveis/11/11140/tde-15032013-084354/ ;


Universidade Federal de Santa Maria

17. Marcelo Kunz. COMPORTAMENTO FÍSICO DE UM LATOSSOLO SOB INTEGRAÇÃO LAVOURA - PECUÁRIA.

Degree: 2009, Universidade Federal de Santa Maria

 A compactação do solo sob tráfego de animais vem se tornando um problema crescente em solos utilizados sob integração lavoura-pecuária. O objetivo deste estudo foi… (more)

Subjects/Keywords: curva de retenção de água; pressão de pré-consolidação; permeabilidade ao ar; pisoteio animal; integração lavoura-pecuária; ENGENHARIA AGRICOLA; animal trampling; permeability to air; integrated crop-livestock; pre-consolidation stress; soil water retention curve

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APA (6th Edition):

Kunz, M. (2009). COMPORTAMENTO FÍSICO DE UM LATOSSOLO SOB INTEGRAÇÃO LAVOURA - PECUÁRIA. (Thesis). Universidade Federal de Santa Maria. Retrieved from http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=2604

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):

Kunz, Marcelo. “COMPORTAMENTO FÍSICO DE UM LATOSSOLO SOB INTEGRAÇÃO LAVOURA - PECUÁRIA.” 2009. Thesis, Universidade Federal de Santa Maria. Accessed April 08, 2020. http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=2604.

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

MLA Handbook (7th Edition):

Kunz, Marcelo. “COMPORTAMENTO FÍSICO DE UM LATOSSOLO SOB INTEGRAÇÃO LAVOURA - PECUÁRIA.” 2009. Web. 08 Apr 2020.

Vancouver:

Kunz M. COMPORTAMENTO FÍSICO DE UM LATOSSOLO SOB INTEGRAÇÃO LAVOURA - PECUÁRIA. [Internet] [Thesis]. Universidade Federal de Santa Maria; 2009. [cited 2020 Apr 08]. Available from: http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=2604.

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

Council of Science Editors:

Kunz M. COMPORTAMENTO FÍSICO DE UM LATOSSOLO SOB INTEGRAÇÃO LAVOURA - PECUÁRIA. [Thesis]. Universidade Federal de Santa Maria; 2009. Available from: http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=2604

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


Universidade do Estado do Rio de Janeiro

18. Taísa Ferreira Lopes dos Santos. Estudo Experimental da Camada de Cobertura do Aterro Morro do Céu, Niterói - RJ.

Degree: Master, 2009, Universidade do Estado do Rio de Janeiro

Este trabalho apresenta uma revisão bibliográfica sobre os conceitos de solos não saturados e descreve os diversos tipos de camada de cobertura usadas em aterro… (more)

Subjects/Keywords: Engenharia Ambiental; Aterro Sanitário; Solos Não Saturados; Camada de Cobertura; Curva Característica; Aterro Morro do Céu; Vadose/W; Environmental Engineering; Landfill, Unsaturated Soils; Landfill Cover System; Soil Water Retention Curve; Morro do Céu Landfill; Vadose/W; ENGENHARIAS

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APA (6th Edition):

Santos, T. F. L. d. (2009). Estudo Experimental da Camada de Cobertura do Aterro Morro do Céu, Niterói - RJ. (Masters Thesis). Universidade do Estado do Rio de Janeiro. Retrieved from http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8195 ;

Chicago Manual of Style (16th Edition):

Santos, Taísa Ferreira Lopes dos. “Estudo Experimental da Camada de Cobertura do Aterro Morro do Céu, Niterói - RJ.” 2009. Masters Thesis, Universidade do Estado do Rio de Janeiro. Accessed April 08, 2020. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8195 ;.

MLA Handbook (7th Edition):

Santos, Taísa Ferreira Lopes dos. “Estudo Experimental da Camada de Cobertura do Aterro Morro do Céu, Niterói - RJ.” 2009. Web. 08 Apr 2020.

Vancouver:

Santos TFLd. Estudo Experimental da Camada de Cobertura do Aterro Morro do Céu, Niterói - RJ. [Internet] [Masters thesis]. Universidade do Estado do Rio de Janeiro; 2009. [cited 2020 Apr 08]. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8195 ;.

Council of Science Editors:

Santos TFLd. Estudo Experimental da Camada de Cobertura do Aterro Morro do Céu, Niterói - RJ. [Masters Thesis]. Universidade do Estado do Rio de Janeiro; 2009. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8195 ;

19. Risken, Jacob Law. Development and Use of Moisture-Suction Relationships for Geosynthetic Clay Liners.

Degree: MS, Civil and Environmental Engineering, 2014, Cal Poly

  A laboratory test program was conducted to determine the moisture-suction relationships of geosynthetic clay liners (GCLs). Moisture-suction relationships were determined by combining suction data… (more)

Subjects/Keywords: geosynthetic clay liner; water retention curve; suction; landfill; cation exchange; moisture content; Geotechnical Engineering

…known as a water retention curve (WRC), may be used to determine the moisture… …2.6.1 Numerical Models for Water Retention Curves ............................... 52 2.6.2… …Factors Affecting Water Retention Curves for Bentonite................. 56 2.6.3 Water… …Water Retention Curves to Moisture-Suction Data............. 127 ix 3.5.6 Index Tests on… …59 Table 2.6. Summary of Experimental Determinations of GCL Water Retention Behavior… 

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APA (6th Edition):

Risken, J. L. (2014). Development and Use of Moisture-Suction Relationships for Geosynthetic Clay Liners. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/1300 ; 10.15368/theses.2014.151

Chicago Manual of Style (16th Edition):

Risken, Jacob Law. “Development and Use of Moisture-Suction Relationships for Geosynthetic Clay Liners.” 2014. Masters Thesis, Cal Poly. Accessed April 08, 2020. https://digitalcommons.calpoly.edu/theses/1300 ; 10.15368/theses.2014.151.

MLA Handbook (7th Edition):

Risken, Jacob Law. “Development and Use of Moisture-Suction Relationships for Geosynthetic Clay Liners.” 2014. Web. 08 Apr 2020.

Vancouver:

Risken JL. Development and Use of Moisture-Suction Relationships for Geosynthetic Clay Liners. [Internet] [Masters thesis]. Cal Poly; 2014. [cited 2020 Apr 08]. Available from: https://digitalcommons.calpoly.edu/theses/1300 ; 10.15368/theses.2014.151.

Council of Science Editors:

Risken JL. Development and Use of Moisture-Suction Relationships for Geosynthetic Clay Liners. [Masters Thesis]. Cal Poly; 2014. Available from: https://digitalcommons.calpoly.edu/theses/1300 ; 10.15368/theses.2014.151

20. Bui, Tuan Anh. Etude théorique et numérique du comportement poro-plastique endommageable non saturé des géomatériaux : application au stockage de déchets radioactifs : Numerical and theoretical study of unsaturated damageable poro-viscoplastic behaviour of geomaterials : application on storage of radioactive waste.

Degree: Docteur es, Génie civil, 2014, Vaulx-en-Velin, Ecole nationale des travaux publics

Ce travail de thèse a pour objet l’étude du comportement hydromécanique endommageable des géomateriaux non saturés. Plus précisément, cette recherche est appliquée à l’étude du… (more)

Subjects/Keywords: Couplage hydromécanique; Géomatériaux non saturés fissurés; Endommagement; Poroplasticité; Fluage; Stockage de déchets radioactifs; Perméabilité; Courbe de rétention d’eau; Approche analytique; Approche numérique; Hydromechanical coupling; Numerical modelling; Analytical modelling; Water retention curve; Permeability; Radioactive waste disposal; Creep; Poroplasticity; Damage; Cracked unsaturated geomaterials

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APA (6th Edition):

Bui, T. A. (2014). Etude théorique et numérique du comportement poro-plastique endommageable non saturé des géomatériaux : application au stockage de déchets radioactifs : Numerical and theoretical study of unsaturated damageable poro-viscoplastic behaviour of geomaterials : application on storage of radioactive waste. (Doctoral Dissertation). Vaulx-en-Velin, Ecole nationale des travaux publics. Retrieved from http://www.theses.fr/2014ENTP0015

Chicago Manual of Style (16th Edition):

Bui, Tuan Anh. “Etude théorique et numérique du comportement poro-plastique endommageable non saturé des géomatériaux : application au stockage de déchets radioactifs : Numerical and theoretical study of unsaturated damageable poro-viscoplastic behaviour of geomaterials : application on storage of radioactive waste.” 2014. Doctoral Dissertation, Vaulx-en-Velin, Ecole nationale des travaux publics. Accessed April 08, 2020. http://www.theses.fr/2014ENTP0015.

MLA Handbook (7th Edition):

Bui, Tuan Anh. “Etude théorique et numérique du comportement poro-plastique endommageable non saturé des géomatériaux : application au stockage de déchets radioactifs : Numerical and theoretical study of unsaturated damageable poro-viscoplastic behaviour of geomaterials : application on storage of radioactive waste.” 2014. Web. 08 Apr 2020.

Vancouver:

Bui TA. Etude théorique et numérique du comportement poro-plastique endommageable non saturé des géomatériaux : application au stockage de déchets radioactifs : Numerical and theoretical study of unsaturated damageable poro-viscoplastic behaviour of geomaterials : application on storage of radioactive waste. [Internet] [Doctoral dissertation]. Vaulx-en-Velin, Ecole nationale des travaux publics; 2014. [cited 2020 Apr 08]. Available from: http://www.theses.fr/2014ENTP0015.

Council of Science Editors:

Bui TA. Etude théorique et numérique du comportement poro-plastique endommageable non saturé des géomatériaux : application au stockage de déchets radioactifs : Numerical and theoretical study of unsaturated damageable poro-viscoplastic behaviour of geomaterials : application on storage of radioactive waste. [Doctoral Dissertation]. Vaulx-en-Velin, Ecole nationale des travaux publics; 2014. Available from: http://www.theses.fr/2014ENTP0015


University of Lund

21. Janz, Mårten. Moisture transport and fixation in porous materials at high moisture levels.

Degree: 2000, University of Lund

 The work presented in this thesis focuses on developing methods of measuring moisture properties at high moisture levels. Paper I deal with a new method… (more)

Subjects/Keywords: Materials Engineering; building construction; water retention curve; diffusivity; suction; Moisture transport; moisture fixation; absorption; capillary transport; byggnadsteknik

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APA (6th Edition):

Janz, M. (2000). Moisture transport and fixation in porous materials at high moisture levels. (Doctoral Dissertation). University of Lund. Retrieved from https://lup.lub.lu.se/record/40859 ; https://portal.research.lu.se/ws/files/4673440/1651658.pdf

Chicago Manual of Style (16th Edition):

Janz, Mårten. “Moisture transport and fixation in porous materials at high moisture levels.” 2000. Doctoral Dissertation, University of Lund. Accessed April 08, 2020. https://lup.lub.lu.se/record/40859 ; https://portal.research.lu.se/ws/files/4673440/1651658.pdf.

MLA Handbook (7th Edition):

Janz, Mårten. “Moisture transport and fixation in porous materials at high moisture levels.” 2000. Web. 08 Apr 2020.

Vancouver:

Janz M. Moisture transport and fixation in porous materials at high moisture levels. [Internet] [Doctoral dissertation]. University of Lund; 2000. [cited 2020 Apr 08]. Available from: https://lup.lub.lu.se/record/40859 ; https://portal.research.lu.se/ws/files/4673440/1651658.pdf.

Council of Science Editors:

Janz M. Moisture transport and fixation in porous materials at high moisture levels. [Doctoral Dissertation]. University of Lund; 2000. Available from: https://lup.lub.lu.se/record/40859 ; https://portal.research.lu.se/ws/files/4673440/1651658.pdf

22. Oliveira, Orlando Martini de. Estudo sobre a resistência ao cisalhamento de um solo residual compactado não saturado.

Degree: PhD, Engenharia Geotécnica, 2004, University of São Paulo

O principal enfoque deste estudo é investigar alguns aspectos da resistência ao cisalhamento e as propriedades de retenção de água de um solo residual compactado… (more)

Subjects/Keywords: curva de retenção de água; high capacity tensiometer; resistência ao cisalhamento; shear strength; solos não saturados; tensiômetro de alta capacidade; unsaturated soil; water retention curve

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APA (6th Edition):

Oliveira, O. M. d. (2004). Estudo sobre a resistência ao cisalhamento de um solo residual compactado não saturado. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3145/tde-08032005-160218/ ;

Chicago Manual of Style (16th Edition):

Oliveira, Orlando Martini de. “Estudo sobre a resistência ao cisalhamento de um solo residual compactado não saturado.” 2004. Doctoral Dissertation, University of São Paulo. Accessed April 08, 2020. http://www.teses.usp.br/teses/disponiveis/3/3145/tde-08032005-160218/ ;.

MLA Handbook (7th Edition):

Oliveira, Orlando Martini de. “Estudo sobre a resistência ao cisalhamento de um solo residual compactado não saturado.” 2004. Web. 08 Apr 2020.

Vancouver:

Oliveira OMd. Estudo sobre a resistência ao cisalhamento de um solo residual compactado não saturado. [Internet] [Doctoral dissertation]. University of São Paulo; 2004. [cited 2020 Apr 08]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-08032005-160218/ ;.

Council of Science Editors:

Oliveira OMd. Estudo sobre a resistência ao cisalhamento de um solo residual compactado não saturado. [Doctoral Dissertation]. University of São Paulo; 2004. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-08032005-160218/ ;

23. Albalasmeh, Ammar A. BIOPHYSICAL CONTROLS ON RHIZOSPHERE DYNAMICS.

Degree: Environmental Systems, 2013, University of California – Merced

 Soil structure directly determines important soil physical properties including porosity, hydraulic conductivity, water retention, and mechanical strength. It also indirectly influences almost all biological and… (more)

Subjects/Keywords: Soil sciences; Plant biology; aggregate formation/stabilization; association; evaporation; rhizosheath-rhizosphere; root exudate; Polygalacturonic Acid (PGA); water retention curve

Water retention characteristic curve of a 0 g/L, b 0.1 g/L, c 1 g/L, d 5 g/L, e 15 g/L, and f… …Evaporation Model . . . . . . . . . . . . . . . . . 6.2.5 Water Retention Characteristics… …retention curve as driven by matric potential only. Each data point is an average of five… …Preparation Rhizosphere water dynamics: role of root exudates in mediating 2013 water retention… …mediating water April 2013 retention and flow characteristics European Geosciences Union (EGU… 

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APA (6th Edition):

Albalasmeh, A. A. (2013). BIOPHYSICAL CONTROLS ON RHIZOSPHERE DYNAMICS. (Thesis). University of California – Merced. Retrieved from http://www.escholarship.org/uc/item/0xv3t61v

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):

Albalasmeh, Ammar A. “BIOPHYSICAL CONTROLS ON RHIZOSPHERE DYNAMICS.” 2013. Thesis, University of California – Merced. Accessed April 08, 2020. http://www.escholarship.org/uc/item/0xv3t61v.

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

MLA Handbook (7th Edition):

Albalasmeh, Ammar A. “BIOPHYSICAL CONTROLS ON RHIZOSPHERE DYNAMICS.” 2013. Web. 08 Apr 2020.

Vancouver:

Albalasmeh AA. BIOPHYSICAL CONTROLS ON RHIZOSPHERE DYNAMICS. [Internet] [Thesis]. University of California – Merced; 2013. [cited 2020 Apr 08]. Available from: http://www.escholarship.org/uc/item/0xv3t61v.

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

Council of Science Editors:

Albalasmeh AA. BIOPHYSICAL CONTROLS ON RHIZOSPHERE DYNAMICS. [Thesis]. University of California – Merced; 2013. Available from: http://www.escholarship.org/uc/item/0xv3t61v

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

24. Zettl, Julie. Infiltration and Drainage through Coarse Layered Soil: A Study of Natural and Reclaimed Soil Profiles in the Oil Sands Region, Alberta, Canada.

Degree: 2014, University of Saskatchewan

 Natural coarse textured soils comprise a significant portion (approximately 20%) of the area to be mined at Suncor, Syncrude (aurora mine), Albian/Shell, and CNRL mines… (more)

Subjects/Keywords: coarse soil; layered soil; reclaimed soil; infiltration; drainage; water storage; available water holding capacity; soil water retention curve; 1-D numerical modelling

water retention curve TSS – Tailings Sand USDA – United States Department of Agriculture WEC… …profile, soil water retention curves, measured MCP soil water content values for infiltration… …135 6.2.3 Calculated Water Storage with Time, FC, WP and AWHC for Natural and Reclaimed… …138 6.4.1 Role of LFH Layer in Spatial Soil Water Redistribution… …64 Figure 4.5 – Volumetric soil water content of adjusted D2K versus MCP for natural site… 

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

APA (6th Edition):

Zettl, J. (2014). Infiltration and Drainage through Coarse Layered Soil: A Study of Natural and Reclaimed Soil Profiles in the Oil Sands Region, Alberta, Canada. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2014-04-1487

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):

Zettl, Julie. “Infiltration and Drainage through Coarse Layered Soil: A Study of Natural and Reclaimed Soil Profiles in the Oil Sands Region, Alberta, Canada.” 2014. Thesis, University of Saskatchewan. Accessed April 08, 2020. http://hdl.handle.net/10388/ETD-2014-04-1487.

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

MLA Handbook (7th Edition):

Zettl, Julie. “Infiltration and Drainage through Coarse Layered Soil: A Study of Natural and Reclaimed Soil Profiles in the Oil Sands Region, Alberta, Canada.” 2014. Web. 08 Apr 2020.

Vancouver:

Zettl J. Infiltration and Drainage through Coarse Layered Soil: A Study of Natural and Reclaimed Soil Profiles in the Oil Sands Region, Alberta, Canada. [Internet] [Thesis]. University of Saskatchewan; 2014. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10388/ETD-2014-04-1487.

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

Council of Science Editors:

Zettl J. Infiltration and Drainage through Coarse Layered Soil: A Study of Natural and Reclaimed Soil Profiles in the Oil Sands Region, Alberta, Canada. [Thesis]. University of Saskatchewan; 2014. Available from: http://hdl.handle.net/10388/ETD-2014-04-1487

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

25. Dai, Sheng. Natural hydrate-bearing sediments: Physical properties and characterization techniques.

Degree: PhD, Civil and Environmental Engineering, 2013, Georgia Tech

 An extensive amount of natural gas trapped in the subsurface is found as methane hydrate. A fundamental understanding of natural hydrate-bearing sediments is required to… (more)

Subjects/Keywords: Methane hydrate; Hydrate-bearing sediments; Nucleation; Hydrate morphology; Water retention curve; Network model simulation; Clay; Frozen sand; Creep; Coda wave interferometry; Sampling disturbance; Pressure core technology; P-wave; Hydraulic conductivity; Pore water sampling

…of hydrate morphology on the water retention curve. Identical tube networks (Method… …effect of network size and length-to-with ratio L/B on the ‘measured’ water retention curve… …Hydrate saturation Sh = 25%). (a) Water retention curve using the 2D preformed… …variability and interconnectivity, and change the water retention curve in hydrate-bearing sediments… …Chapter 4 uses network model simulations to study the water retention curve of hydrate -bearing… 

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

APA (6th Edition):

Dai, S. (2013). Natural hydrate-bearing sediments: Physical properties and characterization techniques. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/52186

Chicago Manual of Style (16th Edition):

Dai, Sheng. “Natural hydrate-bearing sediments: Physical properties and characterization techniques.” 2013. Doctoral Dissertation, Georgia Tech. Accessed April 08, 2020. http://hdl.handle.net/1853/52186.

MLA Handbook (7th Edition):

Dai, Sheng. “Natural hydrate-bearing sediments: Physical properties and characterization techniques.” 2013. Web. 08 Apr 2020.

Vancouver:

Dai S. Natural hydrate-bearing sediments: Physical properties and characterization techniques. [Internet] [Doctoral dissertation]. Georgia Tech; 2013. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1853/52186.

Council of Science Editors:

Dai S. Natural hydrate-bearing sediments: Physical properties and characterization techniques. [Doctoral Dissertation]. Georgia Tech; 2013. Available from: http://hdl.handle.net/1853/52186


University of Western Australia

26. Dikinya, Oagile. The effects of self-filtration on saturated hydraulic conductivity in sodic sandy soils.

Degree: PhD, 2006, University of Western Australia

[Truncated abstract] Self-filtration is here defined as particle detachment and re-deposition causing re-arrangement of the particles and therefore pore space which affects water flow in… (more)

Subjects/Keywords: Particles; Dispersion; Soil absorption and adsorption; Soil chemistry; Soil moisture; Filters and filtration; Sand; Soil permeability; Particle release; Saturated hydraulic conductivity; Pore clogging; Soil water retention; Self-filtration; Pore structure; Particle size distribution; Sodium adsorption ratio; Calcium ions; Sodium ions; Breakthrough curve

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

APA (6th Edition):

Dikinya, O. (2006). The effects of self-filtration on saturated hydraulic conductivity in sodic sandy soils. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=8606&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Dikinya, Oagile. “The effects of self-filtration on saturated hydraulic conductivity in sodic sandy soils.” 2006. Doctoral Dissertation, University of Western Australia. Accessed April 08, 2020. http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=8606&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Dikinya, Oagile. “The effects of self-filtration on saturated hydraulic conductivity in sodic sandy soils.” 2006. Web. 08 Apr 2020.

Vancouver:

Dikinya O. The effects of self-filtration on saturated hydraulic conductivity in sodic sandy soils. [Internet] [Doctoral dissertation]. University of Western Australia; 2006. [cited 2020 Apr 08]. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=8606&local_base=GEN01-INS01.

Council of Science Editors:

Dikinya O. The effects of self-filtration on saturated hydraulic conductivity in sodic sandy soils. [Doctoral Dissertation]. University of Western Australia; 2006. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=8606&local_base=GEN01-INS01

27. Abdul-Hussain, Najlaa. Experimental Study on the Engineering Properties of Gelfill .

Degree: 2011, University of Ottawa

 Gelfill (GF) is made of tailings, water, binder and chemical additives (Fillset, sodium silicate gel). The components of GF are combined and mixed on the… (more)

Subjects/Keywords: unsaturated hydraulic properties; Gelfill; mechanical properties; microstructural properties; tailings; thermal properties; cemented paste backfill; column; coupled thermo-hydro-mechanical (THM) behaviour; air-entry value; residual water content; water retention curve; hydraulic properties; drained and undrained conditions; binder hydration; sodium silicate; suction

…47 Fig. 2.20 General feature of water retention curve… …function and the water retention curve… …137 4.3.1 Water retention curves… …water/cement ratio, tailings fineness and tailings density on UCS (kPa) of CPB… …the paste backfill related to the binder ratio for mixing water containing 2000 ppm sulphate… 

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

APA (6th Edition):

Abdul-Hussain, N. (2011). Experimental Study on the Engineering Properties of Gelfill . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/19852

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):

Abdul-Hussain, Najlaa. “Experimental Study on the Engineering Properties of Gelfill .” 2011. Thesis, University of Ottawa. Accessed April 08, 2020. http://hdl.handle.net/10393/19852.

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

MLA Handbook (7th Edition):

Abdul-Hussain, Najlaa. “Experimental Study on the Engineering Properties of Gelfill .” 2011. Web. 08 Apr 2020.

Vancouver:

Abdul-Hussain N. Experimental Study on the Engineering Properties of Gelfill . [Internet] [Thesis]. University of Ottawa; 2011. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10393/19852.

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

Council of Science Editors:

Abdul-Hussain N. Experimental Study on the Engineering Properties of Gelfill . [Thesis]. University of Ottawa; 2011. Available from: http://hdl.handle.net/10393/19852

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

.