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Accueil du site → Doctorat → Royaume-Uni → 1996 → Water resources of wadi systems of southern Saudi Arabia

University of St. Andrews (1996)

Water resources of wadi systems of southern Saudi Arabia

Bajabaa, S.A.S

Titre : Water resources of wadi systems of southern Saudi Arabia

Auteur : Bajabaa, S.A.S

Université de soutenance : University of St. Andrews

Grade : Doctor of Philosophy (PhD) 1996

Résumé
This study is a water resources assessment of two wadi systems in the southern Arabian Shield using seismic refraction, electrical resistivity (VES) and borehole geophysical techniques, pumping tests and ground water quality data and an examination of artificial recharge. Wadi Baysh (flowing southwest to the Red Sea) and Wadi Habawnah (flowing east to the Rub Al Khali) have similar catchment areas (approximately 10000 km2) and are underlain by igneous and metamorphic rocks but contrast in their hydrological cycles.The mean annual rainfall of Wadi Baysh is 350 mm while Wadi Habawnah receives 150 mm. The mean annual water discharges of Wadi Baysh and Wadi Habawnah are 75 and 10 mcm respectively.Hydrochemical classification, evolution of groundwater and its suitability for agricultural and domestic usage were studied in both wadis. In the upper and middle parts of both wadis the solute concentrations reach 1200 mg/l whereas in the lower parts solute concentrations range between 2000 and 3500 mg/l.Both wadis show high average values of transmissivity and storativity determined from pumping tests and grain size analysis.The geophysical surveys confirmed that the unconfined aquifer thickness is less than 42 m in both wadis. The seimic velocities of the aquifers range between 436 and 1817 m s-1 while the resistivities range between 23 and 125 ohm-m in both wadis. The igneous and metamorphic bedrock resistivity range between 3400 and 10260 ohm-m.The sediment has a high potential for water supply in the middle and lower parts of both wadis.The transverse resistance of the saturated part of the aquifers is used for correlation with the hydraulic transmissivity in which a computed empirical function may be applicable to similar aquifers in other Arabian Shield wadis.This study introduces a plan for the surface and subsurface storage that should help to manage the perennial yield and minimise the mining yield. The analysis reveals that building small reservoirs in both wadis is economically justifiable.

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