AI SearchA digital computer simulation model of an aquifer : a case study
Call Number: AIT Thesis no. 869 Material type:
TextSeries: Asian Institute of Technology. Thesis ; no. 869Publication details: Bangkok : Asian Institute of Technology, 1976Description: 89 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1976 Summary: Nakhorn Luang Aquifor which is one of the eight aquifers under the Metropolitan Bangkok, Thailand, and vitally important because it probably supplies more fresh water than any other of them is the case studied· in this thesis. Among others, this study involves about the analysis of the water level data during the observation periods of 1968-1969, 1973-1974 and late 1974 of the mentioned aquifer by numerical methods using the finite difference approximations of the basic differential equations that analogically represents. groundwater flow, along with a simplifying assumption. As a result, the transmissibility distribution of the aquifer and the total outflow rate during the said periods are defined.
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Asian Institute of Technology Library AIT Publications | AIT Thesis no. 869 (Browse shelf(Opens below)) | 2 | Available | 30050003037396 | |||||||||||||
40-Archives
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Asian Institute of Technology Library Archives | AIT Thesis no. 869 (Browse shelf(Opens below)) | Available | 30050160091426 |
A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of t he Asian Institute of Technology, Bangkok, Thailand .
Thesis (M.Eng.) - Asian Institute of Technology, 1976
Nakhorn Luang Aquifor which is one of the eight aquifers under the Metropolitan Bangkok, Thailand, and vitally important because it probably supplies more fresh water than any other of them is the case studied· in this thesis. Among others, this study involves about the analysis of the water level data during the observation periods of 1968-1969, 1973-1974 and late 1974 of the mentioned aquifer by numerical methods using the finite difference approximations of the basic differential equations that analogically represents. groundwater flow, along with a simplifying assumption. As a result, the transmissibility distribution of the aquifer and the total outflow rate during the said periods are defined.
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