Please use this identifier to cite or link to this item:
WRRCTR No.139 Numerical Simulation of a Thick Freshwater Lens: Pearl Harbor Groundwater Model
|Title:||WRRCTR No.139 Numerical Simulation of a Thick Freshwater Lens: Pearl Harbor Groundwater Model|
|Authors:||Liu, Clark C.K.|
Lau, L. Stephen
Mink, John F.
show 6 moremathematical models
Pearl Harbor aquifer
|LC Subject Headings:||Groundwater -- Hawaii -- Oahu.|
Groundwater flow -- Hawaii -- Oahu.
Pearl Harbor (Hawaii)
Groundwater flow -- Mathematical models.
Groundwater -- Mathematical models.
|Date Issued:||Dec 1981|
|Publisher:||Water Resources Research Center, University of Hawaii at Manoa|
|Citation:||Liu CCK, Lau LS, Mink JF. 1981. Numerical simulation of a thick freshwater lens: Pearl Harbor groundwater model. Honolulu (HI): Water Resources Research Center, University of Hawaii at Manoa. WRRC technical report, 139.|
|Series:||WRRC Technical Report|
|Abstract:||The freshwater aquifer in the Pearl Harbor area on O'ahu, Hawai'i is the most important water resource of the island and constitutes a large proportion of its freshwater supply. The aquifer has a freshwater lens up to 304.8 m (1000 ft) thick, floating on top of a saline water zone. Mechanisms of groundwater movement are extremely complex because the upper boundary is confined near the coast and phreatic inland, while the lower boundary is nowhere confined. In this study, regional groundwater movement due to various pumping schemes is mathematically simulated by a set of partial differential equations. These equations are then solved numerically with a finite difference approximation. The location of the freshwater and saltwater interface, which constitutes the lower boundary of the system model, was estimated by Hubbert's formula. Consideration was also given to features concerning geohydrologic boundaries of the Pearl Harbor aquifer. It was concluded that a mathematical model can be used as a tool in the management of groundwater development in a thick Ghyben-Herzberg aquifer. Improvement of system simulation may be achieved by adding a mass transport element to study hydrodynamic dispersion within a transition zone where fluid density changes gradually.|
|Pages/Duration:||viii + 71 pages|
|Appears in Collections:||
WRRC Technical Reports|
Please email firstname.lastname@example.org if you need this content in ADA-compliant format.
Items in ScholarSpace are protected by copyright, with all rights reserved, unless otherwise indicated.