1 AIT Asian Institute of Technology

Experimental determination of the infiltration rate of Bangkok clay

AuthorQuitoriano, Librado Fuentes
Call NumberAIT Thesis no. 1357
Subject(s)Seepage--Mathematical models
NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand
PublisherAsian Institute of Technology
AbstractThe infiltration rate and the hydraulic conductivity were measured using a double ring infiltrometer and a constant head field permeameter, respectively. These equipment were designed and fabricated during the study. A relationship among the infiltration rate, hydraulic conductivity, time, height of water above the soil surface, and soil properties such as, porosity and initial moisture content was formed using the technique of dimensional analysis. The constants were determined by multiple linear regression analysis using all the above mentioned parameters. The relationship is given by Eq. (4.16). Another relationship was formed by using the Kostiakov Equation. The constants were determined also by regression analysis using only infiltration data. The relationship is given by Eq. (4.4) The soil has an average porosity of 45%, specific gravity of 2.67, and particle size distribution of 15% larger than 0.06 mm, 46% larger than 0.002 mm, and 39% smaller than 0.002 mm. The infiltration rate after 6-hour period is 0.80 cm/hr. The hydraulic conductivity at saturation has an average value of 0.05 cm/hr. Analysis showed that the relationship formed by dimensional analysis fitted the observed data better than the Kostiakov Equation.
Year1979
TypeThesis
SchoolStudent Research Before 1979
DepartmentOther Field of Studies (No Department)
Academic Program/FoSThesis (Year <=1979)
Chairperson(s)Eggers, Helmut
Examination Committee(s)Brenner, R.P. ; Apichart Anukularmphai
Scholarship Donor(s)Government of the United States of America
DegreeThesis (M.Eng.) - Asian Institute of Technology, 1979


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