1987
DOI: 10.1016/0022-1694(87)90087-4
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Analysis of an anisotropic coastal aquifer system using variable-density flow and solute transport simulation

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Cited by 102 publications
(88 citation statements)
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“…The regional groundwater flow pattern in volcanic-rock aquifers can be summarized as follows (after Souza and Voss, 1987;Oki, 1998): (1) most of the recharge of fresh groundwater from rainfall occurs in the mountainous interior areas, and groundwater flow has a downward component in the inland recharge areas; (2) groundwater flow is from inland recharge areas towards coastal discharge areas and is generally horizontal; (3) in the coastal area, a caprock impedes groundwater discharge to the ocean, and the flow of fresh and brackish water generally is upward into the caprock; and (4) the caprock also impedes the inflow of saltwater into the volcanic-rock aquifer ( fig. 2).…”
Section: Groundwater Dynamics In the Freshwater Lensmentioning
confidence: 99%
“…The regional groundwater flow pattern in volcanic-rock aquifers can be summarized as follows (after Souza and Voss, 1987;Oki, 1998): (1) most of the recharge of fresh groundwater from rainfall occurs in the mountainous interior areas, and groundwater flow has a downward component in the inland recharge areas; (2) groundwater flow is from inland recharge areas towards coastal discharge areas and is generally horizontal; (3) in the coastal area, a caprock impedes groundwater discharge to the ocean, and the flow of fresh and brackish water generally is upward into the caprock; and (4) the caprock also impedes the inflow of saltwater into the volcanic-rock aquifer ( fig. 2).…”
Section: Groundwater Dynamics In the Freshwater Lensmentioning
confidence: 99%
“…Drill cores collected beneath pineapple fields of central Oahu near Mililani indicate the presence of saprolite, weathered rock retaining the structural and textural features of the parent material, to depths of at least 100 ft (Miller, 1987). Beneath stream channels, where water continu- Rosenau and others, 1971Soroos, 1973, p. 225 Dale, 1978Soroos, 1973, p. 221-223 Eyre and Nichols, in press Soroos, 1973, p. 160-216 Williams and Soroos, 1973, p. 27, 55 Dale, 1974Dale, 1974Mink, 1980Liu and others, 1981Souza and Voss, 1987Eyre and Nichols, in press Soroos, 1973, p. 158-159 Soroos, 1973, p. 152-155 Williams and Soroos, 1973, p. 137 Ishizaki and others, 1967Wentworth, 1938Wentworth, 1938Soroos, 1973 1 Based on a reported transmissivity of 3 million gallons per day per foot and an assumed flow depth of 738 ft. 2 4,500 feet per day longitudinal to lava flow direction; 1,500 feet per day lateral to lava flow direction. 3 Honolulu includes the Moanalua, Kalihi, Beretania, and Kaimuki ground-water areas.…”
Section: Hydraulic Conductivitymentioning
confidence: 99%
“…This estimate is largely controlled by the hydraulicconductivity value assigned to the mud and weathered basalt layers. Souza and Voss (1987) treated the caprock as a homogeneous and isotropic unit in a vertical cross-sectional model of the Pearl Harbor ground-water area. The hydraulic conductivity of the caprock was estimated to be about 0.15 ft/d (Souza and Voss, 1987).…”
Section: Hydraulic Conductivitymentioning
confidence: 99%
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“…These coastal deposits are similar to some of those found on Oahu. Coastal deposits and underlying weathered volcanic rocks impede the seaward discharge of freshwater on Oahu (Souza and Voss, 1987) and probably also do on southern Molokai. The permeability of the interbedded coastal deposits may vary widely, from low-permeability compacted alluvium to cavernous limestone deposits.…”
Section: Coastal Depositsmentioning
confidence: 99%