مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Verion

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

video

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

sound

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Version

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

View:

786
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Download:

0
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Cites:

2

Information Journal Paper

Title

SCALING OF SOIL HYDRAULIC CONDUCTIVITY FUNCTION USING EFFECTIVE CAPILLARY DRIVE

Pages

  179-189

Abstract

 To estimate spatial variability of soil hydraulic functions, SCALING methods were developed and have been widely used. Among these functions, physically based methods have been found more desirable because of possibility of estimating soil hydraulic functions from soil physical properties. In this paper, a new and physically based method has been described for SCALING soil hydraulic conductivity function. In this method, use of EFFECTIVE CAPILLARY DRIVE (hcM) has been proposed for SCALING of soil water suction axis in the hydraulic conductivity function. Using this method, data of all natural soils, from sand to clay, can be presented by a unique exponential curve as reference curve. The approach was validated by 396 sets of hydraulic conductivity data, including all soil texture classes, taken from UNSODA database. To determine hcM, fitting Brooks- Corey and Gardner- Philip models and also a model-free method were used. The results indicated an acceptable performance of the proposed method. Brooks- Corey and Gardner-Philip models and the model-free method results showed the average absolute error of relative hydraulic conductivity between the scaled data and the reference curve as 0.019, 0.056, and 0.059, respectively. In the employed methods, fitting capability of the mentioned models can be taken into account as the only limitation. Thus SCALING performance would be well if the mentioned models could fit well the hydraulic conductivity data and vice versa.

Cites

References

  • No record.
  • Cite

    APA: Copy

    SADEGHI, MORTEZA, GOHAR DOUST MONFARED, M.R., & GHAHREMAN, B.. (2010). SCALING OF SOIL HYDRAULIC CONDUCTIVITY FUNCTION USING EFFECTIVE CAPILLARY DRIVE. JOURNAL OF WATER AND SOIL (AGRICULTURAL SCIENCES AND TECHNOLOGY), 24(1), 179-189. SID. https://sid.ir/paper/141765/en

    Vancouver: Copy

    SADEGHI MORTEZA, GOHAR DOUST MONFARED M.R., GHAHREMAN B.. SCALING OF SOIL HYDRAULIC CONDUCTIVITY FUNCTION USING EFFECTIVE CAPILLARY DRIVE. JOURNAL OF WATER AND SOIL (AGRICULTURAL SCIENCES AND TECHNOLOGY)[Internet]. 2010;24(1):179-189. Available from: https://sid.ir/paper/141765/en

    IEEE: Copy

    MORTEZA SADEGHI, M.R. GOHAR DOUST MONFARED, and B. GHAHREMAN, “SCALING OF SOIL HYDRAULIC CONDUCTIVITY FUNCTION USING EFFECTIVE CAPILLARY DRIVE,” JOURNAL OF WATER AND SOIL (AGRICULTURAL SCIENCES AND TECHNOLOGY), vol. 24, no. 1, pp. 179–189, 2010, [Online]. Available: https://sid.ir/paper/141765/en

    Related Journal Papers

    Related Seminar Papers

  • No record.
  • Related Plans

  • No record.
  • Recommended Workshops






    Move to top
    telegram sharing button
    whatsapp sharing button
    linkedin sharing button
    twitter sharing button
    email sharing button
    email sharing button
    email sharing button
    sharethis sharing button