Access the full text.
Sign up today, get DeepDyve free for 14 days.
(2001)
Summary of GCG Heave Investigation, Rep
Benjamin Ross, N. Lu (1994)
Efficiency of air inlet wells in vapor extraction systemsWater Resources Research, 30
C. Shan, R. Falta, I. Javandel (1992)
Analytical solutions for steady state gas flow to a soil vapor extraction wellWater Resources Research, 28
P. Nielsen, P. Perrochet (2000)
Watertable dynamics under capillary fringes: experiments and modellingAdvances in Water Resources, 23
Hailong Li, J. Jiao (2003)
Influence of the tide on the mean watertable in an unconfined, anisotropic, inhomogeneous coastal aquiferAdvances in Water Resources, 26
Fatt (1959)
Effect of fractional wettability on multiphase flow through porous mediaTrans. Am. Inst. Min. Metall. Pet. Eng., 216
P. Nielsen (1990)
Tidal dynamics of the water table in beachesWater Resources Research, 26
A. Baehr, M. Hult (1991)
Evaluation of Unsaturated Zone Air Permeability Through Pneumatic TestsWater Resources Research, 27
D. Stonestrom, J. Rubin (1989)
Air permeability and trapped‐air content in two soilsWater Resources Research, 25
I. Fatt, W. Klikoff (1959)
Effect of Fractional Wettability on Multiphase Flow Through Porous MediaJournal of Petroleum Technology, 11
G. Moridis, K. Pruess (1995)
Air barriers for waste containment in the subsurface
C. Shan, I. Javandel, P. Witherspoon (1999)
Characterization of leaky faults: Study of air flow in faulted vadose zonesWater Resources Research, 35
J. Jiao, Hailong Li (2004)
Breathing of coastal vadose zone induced by sea level fluctuationsGeophysical Research Letters, 31
Ling Li, D. Barry (2000)
Wave-induced beach groundwater flowAdvances in Water Resources, 23
B. Elberling, F. Larsen, S. Christensen, D. Postma (1998)
Gas transport in a confined unsaturated zone during atmospheric pressure cyclesWater Resources Research, 34
K. Pruess, C. Oldenburg, G. Moridis (1999)
TOUGH2 User's Guide Version 2
(1994)
Applied Hydrogelogy, Prentice-Hall, Upper Saddle River
C. Shan (1995)
Analytical solutions for determining vertical air permeability in unsaturated soils.Water Resources Research, 31
(2000)
Wave-induced beach groundwater flow, Adv
W. Illman, S. Neuman (2001)
Type curve interpretation of a cross‐hole pneumatic injection test in unsaturated fractured tuffWater Resources Research, 37
Department of Earth Sciences
W. Illman, S. Neuman (2000)
Type‐Curve Interpretation of Multirate Single‐Hole Pneumatic Injection Tests in Unsaturated Fractured RockGroundwater, 38
J. Massmann (1989)
Applying groundwater flow models in vapor extraction system designJournal of Environmental Engineering, 115
(1994)
Applied Hydrogelogy
G. Weir, W. Kissling (1992)
The influence of airflow on the vertical infiltration of water into soilWater Resources Research, 28
(1998)
Site Preparation for the New Hong Kong International Airport: Design, Construction and Performance of the Airport Platform
Hailong Li, J. Jiao, Mario Luk (2004)
A falling-pressure method for measuring air permeability of asphalt in laboratoryJournal of Hydrology, 286
D. McWhorter (1990)
Unsteady radial flow of gas in the vadose zoneJournal of Contaminant Hydrology, 5
Hailong Li, J. Jiao, Mario Luk, K. Cheung (2002)
Tide‐induced groundwater level fluctuation in coastal aquifers bounded by L‐shaped coastlinesWater Resources Research, 38
This paper investigates the vertical airflow driven by fluctuating water table within the lower layer of a coastal two‐layered system. The upper layer is unsaturated and semipermeable, while the lower is permeable. An analytical solution of the subsurface air pressure fluctuation is derived on the basis of model simplification assumptions, the reasonability of which was examined by numerical solutions of the original nonlinear model. The airflow in the upper layer is controlled from the top by the constant atmospheric pressure and from the bottom by a temporally fluctuating air pressure P0(t), which is spatially constant in the unsaturated zone of the lower layer. For a sinusoidal head the amplitude of P0(t) increases with the frequency of the head fluctuation, the upper layer's thickness, and the unconfined aquifer's air‐filled porosity and decreases with the upper layer's permeability. The phase shift of P0(t) ranges from 0 to π/2, indicating a “time advance.” Particularly, P0(t) is approximately proportional to the temporal derivative of the head for sufficiently thin or permeable upper layer and to the head itself for sufficiently thick or less permeable one. The fluctuation amplitude of the water table is always less than that of the head and can be only one tenth of the latter if the upper layer is sufficiently thick or less permeable, which may slow significantly the landward attenuation speed of the tide‐induced head fluctuation in a coastal “air‐confined” aquifer. The analytical solution was used to estimate the value range of the air permeability of the marine sand fill at a coastal reclamation area of Hong Kong.
Water Resources Research – Wiley
Published: Apr 1, 2005
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.