Coastal groundwater flow

Lackie, Glyn Lamond (2001). Coastal groundwater flow B.Sc Thesis, School of Engineering, The University of Queensland.

Attached Files (Some files may be inaccessible until you login with your UQ eSpace credentials)
Name Description MIMEType Size Downloads
Lackie_Glyn_Lamond_THE16118.pdf Full text application/pdf 255.14KB 1
Author Lackie, Glyn Lamond
Thesis Title Coastal groundwater flow
School, Centre or Institute School of Engineering
Institution The University of Queensland
Publication date 2001
Thesis type B.Sc Thesis
Supervisor Associate Professor Peter Nielsen
Total pages 27
Language eng
Subjects 09 Engineering
Formatted abstract

In coastal regions of Australia and throughout the world, the water table height fluctuates with the actions of tides and of wave run up and run down. The fluctuation of the water table height affects the beach ecosystems in many ways including oxygenation, sediment transportation, and a number of biological processes. In the past there have been a number of attempts made to model these watertable table fluctuations, along with the total moisture contents. This thesis proposes to continue and expand on previous work in this area.

This was done through extensive experimental work using a sand column where the piezometric driving head was applied at the base of the column as a simple harmonic function. The driving head and a sand water level height were measured using accurate pressure transducers. The watertable height could then be calculated from the sand water level measurements. The amplitude, time periods and average head levels of the driving head were all varied.

From the experimental data, the fluctuation of the water table as it followed the driving head was attempted to be modelled as simple harmonic sinusoidal curves.

The data was further analysed to determine whether this was an accurate assumption, or whether non linear (2nd order) effects should be included.

The data was also analysed to determine the porosity of the sand, and the hydraulic conductivity. To take into account the effects of hysterises and other capillary effects in the region just above the watertable, the porosity was determined as a complex dynamic effective porosity.

This thesis attempts to continue the work in these areas, and to determine whether the modelling processes and assumptions made are valid.

Keyword Coastal groundwater flow
Additional Notes * Civil Engineering undergraduate theses. 2001

Document type: Thesis
Collection: UQ Theses (non-RHD) - UQ staff and students only
Citation counts: Google Scholar Search Google Scholar
Created: Sat, 05 Oct 2013, 14:43:48 EST by Mr Yun Xiao on behalf of Scholarly Communication and Digitisation Service