Show simple item record



Item Description

dc.contributor.author Finstick, Sure Ann en_US
dc.date.accessioned 2012-02-03T21:35:39Z en_US
dc.date.available 2012-02-03T21:35:39Z en_US
dc.date.issued 1996-05 en_US
dc.identifier.citation Finstick SA. 1996. Subsurface geology and hydrogeology of downtown Honolulu with engineering and environmental implications. Honolulu (HI): Water Resources Research Center, University of Hawaii at Manoa. WRRC unedited report, 1996-05. en_US
dc.identifier.uri http://hdl.handle.net/10125/21926 en_US
dc.description Thesis (Ph. D.)--University of Hawaii at Manoa, 1996. en_US
dc.description Includes bibliographical references (leaves 304-311). en_US
dc.description UHM: Has both book and microform. en_US
dc.description.abstract The construction of high-rise buildings and other engineering structures in the downtown Honolulu area requires detailed site investigations prior to design and construction. This includes soil borings, environmental assessments, and groundwater measurements. As a result, much data on the subsurface geology of downtown Honolulu exists, but it is spread among individual consulting firms and various government agencies. The purpose of this study is to compile the existing data and interpret the subsurface geology, engineering geology, hydrogeology, and environmental problems within the study area. This study commenced with collecting and interpreting 2,276 soil boring logs from consulting firms in Honolulu, along with the Groundwater Index database and evironmental databases from the State of Hawaii. The subsurface materials are classified into nine categories: fill, lagoonal (low-energy) deposits, alluvial deposits, coralline debris, coral ledges, cinders, tuff, basalt, and residual soil or weathered volcanics. The study area is divided into 157 quadrangles (1000' X 1000'). The subsurface conditions within each quad are described in detail, and nine cross-sections are presented for further clarification of the subsurface geology. Foundation bearing layers and buried alluvial channels are mapped. Environmental problems and groundwater data are summarized in the form of tables and maps. The coral ledges, tuff, and basalt are the most suitable foundation bearing layers within the caprock, The coral ledges, coralline debris, coarse-grained lagoonal sediments, and cinder sands are characterized by higher hydraulic conductivites than the other materials that comprise the caprock. However, the caprock as a whole is characterized by much lower hydraulic conductivites than the underlying Koolau basalt that is the main aquifer for the island. The caprock groundwater is brackish, non-potable, and highly vulnerable to cantamination. Petroleum hydrocarbons and heavy metals from leaking underground storage tanks are the primary soil and groundwater contaminants. Caprock groundwater is generally found within ±5 feet of sea level. Dewatering is often necessary at sites involving the construction of basements. en_US
dc.description.sponsorship ARCS Foundation; Department of Geology and Geophysics; Water Resources Research Center en_US
dc.format.extent xix +311 pages en_US
dc.language.iso en-US en_US
dc.publisher Water Resources Research Center, University of Hawaii at Manoa en_US
dc.relation Theses for the degree of Doctor of Philosophy (University of Hawaii at Manoa). Geology and Geophysics; no. 3309 en_US
dc.relation.ispartofseries WRRC Unedited Reports. en_US
dc.relation.ispartofseries 1996-05 en_US
dc.rights All UHM dissertations and theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission from the copyright owner. en_US
dc.title Subsurface geology and hydrogeology of downtown Honolulu with engineering and environmental implications en_US
dc.type Thesis en_US
dc.type.dcmi Text en_US
local.identifier.callnumber AC1 .H3 no.3309 en_US

Item File(s)

Description Files Size Format View
Restricted for viewing only WRRC-96-05_r.pdf 68.47Mb PDF View/Open
For UH users only WRRC-96-05_uh.pdf 118.4Mb PDF View/Open

This item appears in the following Collection(s)

Show simple item record

Search


Advanced Search

Browse

My Account

Statistics

About