Please use this identifier to cite or link to this item:
WRRCTMR No.3 Irrigation Water Supplies on the Islands of Oahu and Maui
|Title:||WRRCTMR No.3 Irrigation Water Supplies on the Islands of Oahu and Maui|
|Authors:||Cox, Doak C.|
|LC Subject Headings:||Groundwater -- Hawaii.|
Hydrogeology -- Hawaii.
Sugarcane -- Irrigation -- Hawaii.
Water-supply -- Hawaii.
|Date Issued:||Mar 1966|
|Publisher:||Water Resources Research Center, University of Hawaii at Manoa|
|Citation:||Cox DC. 1966. Irrigation water supplies on the island of Oahu and Maui. Honolulu (HI): Water Resources Research Center, University of Hawaii at Manoa. WRRC technical memorandum report, 3.|
|Series:||WRRC Technical Memorandum Report|
|Abstract:||Hawaiian geohydrology is best understood if continental concepts are forgotten and the Islands are considered as essentially porous and permeable lava sponges set in the ocean and saturated with sea water at their bases. Plentiful rain falls with relative uniformity in time on the windward sides or the tops of these spongy islands) but only in winter storms on their leeward sides. Infiltration rates are high and stream channels short and steep) so that most streams are intermittent or at least flashy. Within the sponges are, however, some impermeable septae retaining water at high levels and in places diverting it back to the surface as stream stabilizing spring flow. The ground water escaping high-level retention in the sponges sinks to sea level and accumulates there floating on and displacing the sea water and discharging laterally in coastal springs. Surface storage capacities are slight due to the steepness and permeability of valleys. Development of surface water for irrigation is rarely feasible except where the streams are spring-fed. Spring flows may be augmented by tunnel development of high-level ground water. Where coastal prims of sediments restrict discharge to the ocean, the basal ground water bodies may exceed 1000 feet in thickness and have heads in excess of 25 feet above sea level. Deep drilled wells, flowing or pumped, may in such places be used for development. Where such restriction does not exist, the basal ground-water bodies tend to be so thin that specially developed systems of shafts and skimming tunnels, known as maui wells, are required to recove the fresh water floating on the salt.|
|Appears in Collections:||
WRRC Technical Memorandum 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.