Deformation mechanisms in the frontal Lesser Himalayan Duplex in Sikkim Himalaya,India

Understanding deformation mechanisms in Himalayan rocks is a challenging proposition due to the complex nature of the deformed rocks and their genesis. Crustal deformation in the Himalayan thrust belt typically occurs in elastico-frictional (EF) or quasi-plastic (QP) regimes at depths controlled mainly by regional strain-rate and geothermal gradient. However, material property, grain-size and their progressive changes during deformation are also important controlling factors. We present evidence of EF deformation from Gondwana rocks developed during the emplacement of one of the frontal horses (Jorthang horse) in the Lesser Himalayan Duplex (LHD) structure associated with Lesser Himalayan rocks in the footwall of the Ramgarh thrust in the Rangit window near Jorthang in the Sikkim Himalaya. The rocks in the horse exhibit systematic changes in microand meso-structures from an undeformed protolith to cataclasite suggesting that it was emplaced under elastico-frictional conditions. Meso- to micro-scale shear fractures are seen developed in Gondwana sandstone and slate while intercalated fine-grained shale-coal-carbonates are deformed by cataclastic flow suggesting that material property and grain-size have played an important role in the deformation of the Jorthang horse. In contrast, the hanging wall schists and quartzites of the Ramgarh thrust exhibit quasi-plastic deformation structures. This suggests that the Jorthang horse was emplaced under shallower crustal conditions than the antiformally folded Ramgarh thrust sheet even though the Ramgarh sheet presently overlies the Jorthang horse.     

Concentration of selected radionuclides in seawater from Kuwait

No baseline existed for the radionuclides in Kuwait territorial water. With changing trend in the region to embrace nuclear energy, the baseline study is imperative to create a reference and to record the influence-functioning of upcoming power plants. The first one in Bushehr, Iran is ready to start and several more are likely to come-up in UAE, Saudi Arabia and Kuwait. The present baseline concentration of the four considered radionuclide's show low concentration of tritium, polonium, strontium and cesium; their concentration is comparable to most oceanic waters.     

Environmental isotopic and hydrochemical study of water in the karst aquifer and submarine springs of the Syrian coast

The groundwater of major karst systems and submarine springs in the coastal limestone aquifer of Syria has been investigated using chemical and isotopic techniques. The δ¹⁸O values of groundwater range from ?6.8 to ?5.05‰, while those for submarine springs vary from ?6.34 to +1.08‰ (eastern Mediterranean seawater samples have a mean of +1.7‰). Groundwater originates from the direct infiltration of atmospheric water. Stable isotopes show that the elevation of the recharge zones feeding the Banyas area (400–600 m a.s.l.) is higher than that feeding the Amrit area (100–300 m a.s.l.). The ¹⁸O_extracted (¹⁸O content of the seawater contribution) for the major submarine springs suggests a mean recharge area elevation of 600–700 m a.s.l., and lower than 400 m a.s.l. for the spring close to Amrit. Based on the measured velocity and the percentage of fresh water at the submarine springs outlet, the estimated discharge rate is 350 million m³/year. The tritium concentrations in groundwater (1.6–5.9 TU) are low and very close to the current rainfall values (2.9–5.6 TU). Adopting a model with exponential time distribution, the mean turnover time of groundwater in the Al-sen spring was evaluated to be 60 years. A value of about 3.7 billion m³ was obtained for the maximum groundwater reservoir size.     

Groundwater resources assessment using integrated geophysical techniques in the southwestern region of Peninsular Malaysia

Combined geophysical techniques such as multi-electrode resistivity, induced polarization, and borehole geophysical techniques were carried out on volcano-sedimentary rocks in the north of Gemas as part of the groundwater resource’s investigations. The result identifies four resistivity units: the tuffaceous mudstone, tuffaceous sandstone, the tuff bed, and the shale layer. Two types of aquifer systems in terms of storage were identified within the area: one within a fracture system (tuff), which is the leaky area through which vertical flow of groundwater occurs, and an intergranular property of the sandy material of the aquifer which includes sandstone and tuffaceous sandstone. The result also reveals that the aquifer occupies a surface area of about 3,250,555 m² with a mean depth of 43.71 m and a net volume of 9.798?×?10⁷?m³. From the approximate volume of the porous zone (28 %) and the total aquifer volume, a usable capacity of (274.339?±?30.177)?×?10⁷?m³ of water in the study area can be deduced. This study provides useful information that can be used to develop a much broader understanding of the nature of groundwater potential in the area and their relationship with the local geology.     

Study of regional monsoonal effects on landslide hazard zonation in Cameron Highlands, Malaysia

In general, landslides in Malaysia mostly occurred during northeast and southwest periods, two monsoonal systems that bring heavy rain. As the consequence, most landslide occurrences were induced by rainfall. This paper reports the effect of monsoonal-related geospatial data in landslide hazard modeling in Cameron Highlands, Malaysia, using Geographic Information System (GIS). Land surface temperature (LST) data was selected as the monsoonal rainfall footprints on the land surface. Four LST maps were derived from Landsat 7 thermal band acquired at peaks of dry and rainy seasons in 2001. The landslide factors chosen from topography map were slope, slope aspect, curvature, elevation, land use, proximity to road, and river/lake; while from geology map were lithology and proximity to lineament. Landslide characteristics were extracted by crossing between the landslide sites of Cameron Highlands and landslide factors. Using which, the weighting system was derived. Each landslide factors were divided into five subcategories. The highest weight values were assigned to those having the highest number of landslide occurrences. Weighted overlay was used as GIS operator to generate landslide hazard maps. GIS analysis was performed in two modes: (1) static mode, using all factors except LST data; (2) dynamic mode, using all factors including multi-temporal LST data. The effect of addition of LST maps was evaluated. The final landslide hazard maps were divided into five categories: very high risk, high risk, moderate, low risk, and very low risk. From verification process using landslide map, the landslide model can predict back about 13–16% very high risk sites and 70–93% of very high risk and high risk combined together. It was observed however that inclusion of LST maps does not necessarily increase the accuracy of the landslide model to predict landslide sites.     

Korrelation der Sporenzonen der Oberen Trias und des Jura im Mittleren Orient und in Süddeutschland

Zusammenfassung Bei der sporenstratigraphischen Gliederung des mittleren Mesozoikums im Mittleren Orient konnten vom Nor bis zur Unteren Kreide 6 Sporenzonen unterschieden werden: Unterkreide:Ischyosporites variegatus — Rouseisporites laciniatus — Cicatricosisporites-Zone Malm:Ischyosporites variegatus — Rouseisporites laciniatus-Zone Dogger:Ischyosporites variegatus — Duplexisporites problematicus-Zone Lias:Concavisporites — Duplexisporites problematicus-Zone Rät:Concavisporites — Duplexisporites problematicus — Lophotriletes sangburensis — Ricciisporites tuberculatus-Zone Nor:Concavisporites — Duplexisporites problematicus — Lophotriletes sangburensis — Cyclotriletes oligogranifer-ZoneVergleichende Untersuchungen ergaben, daß diese Sporenzonen auch auf Süddeutschland übertragbar sind und den faunistischen Grenzen entsprechen. Nur die sporenstratigraphische Festlegung der Nor/Rätsowie der Dogger/Malm- und der Malm/Unterkreide-Grenze bedürfen noch der Verifizierung.

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In the middle Mesozoic of the Middle East 6 spore-assoziations could be distinguished from the Norian to the Lower Cretaceous: Lower Cretaceous:Ischyosporites variegatus — Rouseisporites laciniatus — Cicatricosisporites zone Upper Jurassic:Ischyosporites variegatus — Rouseisporites laciniatus zone Middle Jurassic:Ischyosporites variegatus — Duplexisporites problematicus zone Lower Jurassic:Concavisporites — Duplexisporites problematicus zone Rhaetian:Concavisporites — Duplexisporites problematicus — Lophotriletes sangburensis — Ricciisporites tuberculatus zone Norian:Concavisporites — Duplexisporites problematicus — Lophotriletes sangburensis — Cyclotriletes oligogranifer zone.The interregional validity and the correspondance of these spore zones with the faunistic boundaries could be substantiated in equivalent sequences in Southern Germany. However, the palynological definition of the Norian/Rhaetian, Middle/Upper Jurassic and Jurassic/Cretaceous boundaries have still to be confirmed in other regions since suitable sections have not been available in Southern Germany.

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Résumé Dans le Mésozoïque moyen du Moyen Orient, six zones de spores peuvent être distinguées du Norien au Crétacé inférieur: Crétacé inférieur: Zone àIschyosporites variegatus — Rouseisporites laciniatus — Cicatricosisporites Jurassique supérieur: Zone àIschyosporites variegatus — Rouseisporites laciniatus Jurassique moyen: Zone àIschyosporites variegatus — Duplexisporites problematicus Jurassique inférieur: Zone àConcavisporites — Duplexisporites problematicus Réthien: Zone àConcavisporites — Duplexisporites problematicus — Lophotriletes sangburensis — Ricciisporites tuberculatus Norien: Zone àConcavisporites — Duplexisporites problematicus — Lophotriletes sangburensis — Cyclotriletes oligogranifer Une étude comparative montre que les mêmes zones de spores existent en Allemagne du sud et qu'elles correspondent aux limites faunistiques. Toutefois, les limites Norien/ Rhétien, Dogger/Malm et Malm/Crétacé inférieur demandent à être vérifiées.

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- : : Ischyosporites variegatus —Rouseisporites laciniatus — Cicatricosisporites : Ischyosporites variegatus — Rouseisporites laciniatus : Ischyosporites variegatus — Duplexisporites problematicus : Concavisporites — Duplexisporites problematicus : Concavisporites — Duplexisporites problematicus — Lophotriletes sangburensis — Ricciisporites tuberculatus : Concavisporites — Duplexisporites problematicus — Lophotriletes sangburensis — Cyclotriletes oligogranifer. , , . , /, / / .

     

High resolution facies architecture and digital outcrop modeling of the Sandakan formation sandstone reservoir,Borneo:Implications for reservoir characterization and flow simulation

Advances in photogrammetry have eased the acquisition of high-resolution digital information from outcrops, enabling faster, non-destructive data capturing and improved reservoir modeling. Geocellular models for flow dynamics with in the virtual outcrop in siliciclastic deposits at different sets of sandstone facies architecture remain, however, a challenge. Digital maps of bedding, lithological contrast, spatial-temporal variations of bedding and permeability characteristics make it more easy to understand flow tortuosity in a particular architecture. An ability to precisely model these properties can improve reservoir characterization and flow modeling at different scales. Here we demonstrate the construction of realistic 2 D sandstone facies based models for a pragmatic simulation of flow dynamics using a combination of digital point clouds dataset acquired from LiDAR and field investigation of the Sandakan Formation, Sabah, Borneo.Additionally, we present methods for enhancing the accuracy of outcrop digital datasets for producing high resolution flow simulation. A well-exposed outcrop from the Sandakan Formation, Sabah, northwest Borneo having a lateral extent of 750 m was chosen in order to implement our research approach. Sandstone facies and its connectivity are well constrained by outcrop observations, data from air-permeability measurements, bilinear interpolation of permeability, grid construction and water vector analysis for flow dynamics.These proportions were then enumerated in terms of static digital outcrop model(DOM) and facies model based on sandstone facies bedding characteristics. Flow simulation of water vector analysis through each of the four sandstone facies types show persistent spatial correlation of permeability that align with either cross-bedded orientation or straight with more dispersion high quality sandstone(porosity 21.25%-41.2%and permeability 1265.20-5986.25 mD) and moderate quality sandstone(porosity 10.44%-28.75% and permeability 21.44-1023.33 mD). Whereas, in more heterolithic sandstone(wavy-to flaser-bedded and bioturbated sandstone), lateral variations in permeability show spatially non-correlated patterns over centimeters to tens of meters with mostly of low quality sandstone(porosity 3.4%-12.31% and permeability < 1 mD to 3.21 mD). These variations reflect the lateral juxtaposition in flow dynamics. It has also been resulted that the vertical connectivity and heterogeneities in terms of flow are mostly pragmatic due to the interconnected sandstone rather than the quality of sandstone.     

Integrated geoelectrical resistivity and hydrogeochemical methods for delineating and mapping heavy metal zone in aquifer system

A novel study on using geoelectrical resistivity, soil property, and hydrogeochemical analysis methods for delineating and mapping of heavy metal in aquifer system is presented in this paper. A total of 47 surveys of geoelectrical resistivity with Wenner configuration were conducted to determine the subsurface and the groundwater characteristics. The groundwater sample from 53 existing wells and 2 new wells has been analyzed to derive their water chemical content. The chemical analysis was done on the soil sample obtained from new two wells and from selected locations. The water and soil chemical analysis results from the new two wells were used as calibration in resistivity interpretation. The occurrence of heavy metal in aquifer system was expected to detect using the geoelectrical resistivity survey for the whole study area. The result of groundwater analysis shows that the groundwater sample contains a relatively low concentration of Fe (<?0.3 mg/L) elongating from the south up to the middle region. While in the middle and the northwestern, Fe concentration is relatively high (around 12 mg/L). Chemical analysis of soil sample shows that in the lower resistivity zone (<?18 Ωm), Al and Fe concentrations are comparatively high with an average of 68,000 and 40,000 mg/kg, respectively. Starting from the middle to the northwestern zone, the resistivity value appears to be low. It is definitely caused by higher Al and Fe concentration within the soil, and it is supported also by lower total anion content in the groundwater. While the resistivity value of more than 40 Ωm in aquifers is obtained in the zone which Fe concentration is relatively lower in the soil but not present in the groundwater. Correlation Fe concentration in the soil and Fe concentration in the groundwater sample shows the trend of positively linear; however, the Al concentration in soil has no correlation with Al content in groundwater. Finally, the probability of high heavy metal zone in the aquifer system is easily delineated by the distribution of geoelectrical resistivity presented in depth slice shapes which extend from the Boundary Range Composite Batholith in the north to the northwest.     

A statistical approach to evaluate debris avalanche activity in central Virginia

On August 19–20, 1969, the heavy rainfall associated with hurricane Camille triggered numerous debris avalanches in the Blue Ridge Province of central Virginia. Most slope movements occurred in Nelson County in an area that is predominantly underlain by Precambrian granites, gneisses, and schists. This study was undertaken to determine which geotechnical properties of soil and rock were important in promoting debris avalanche activity in central Virginia.

Twenty-one first-order drainage basins in Nelson County were randomly selected and classified as unstable based on their values of horizontal curvature and average gradient as measured on topographic maps. Slope orientation, total soil thickness, and soil horizon thicknesses were measured in the field. Soils from the study basins were tested for geotechnical properties including natural water content, grain-size distribution, Atterberg limits,in situ dry density, and shear strength. These geomorphic and geotechnical properties were subsequently analyzed to ascertain what significant differences existed at the 99% confidence level between three failure classes of unstable basins. Where rock outcrops were present, information regarding discontinuity type, orientation, spacing, continuity, roughness, waviness, aperture, and water quantity was obtained. Values of hand sample hardness were also procured. The role of these bedrock characteristics in determining unstable basin failure class was statistically analyzed at the 95% confidence level.

In general, the results indicate that basins classified as geomorphically unstable are particularly susceptible to debris avalanche activity if they contain coarse-grained soils with low values of plasticity index and moisture content. Geotechnical properties are also found to be significantly different when analyzed with respect to the underlying bedrock unit, which helps explain why basins underlain by certain bedrock units failed more often than basins underlain by other bedrock units. Differences in topography, due to the nature of the underlying bedrock unit, also explain the frequency of debris avalanche occurrences in a given bedrock unit. Characteristics of bedrock discontinuities do not appear to have influenced drainage basin failure.     

Coupled ‘storm‐flood’ depositional model: Application to the Miocene–Modern Baram Delta Province,north‐west Borneo

The Miocene to Modern Baram Delta Province is a highly efficient source to sink system that has accumulated 9 to 12 km of coastal–deltaic to shelf sediments over the past 15 Myr. Facies analysis based on ca 1 km of total vertical outcrop stratigraphy, combined with subsurface geology and sedimentary processes in the present‐day Baram Delta Province, suggests a ‘storm‐flood’ depositional model comprising two distinct periods: (i) fair‐weather periods are dominated by alongshore sediment reworking and coastal sand accumulation; and (ii) monsoon‐driven storm periods are characterized by increased wave‐energy and offshore‐directed downwelling storm flow that occur simultaneously with peak fluvial discharge caused by storm precipitation (‘storm‐floods’). The modern equivalent environment has the following characteristics: (i) humid‐tropical monsoonal climate; (ii) narrow (ca <100 km) and steep (ca 1°), densely vegetated, coastal plain; (iii) deep tropical weathering of a mudstone‐dominated hinterland; (iv) multiple independent, small to moderate‐sized (10² to 10⁵ km²) drainage basins; (v) predominance of river‐mouth bypassing; and (vi) supply‐dominated shelf. The ancient, proximal part of this system (the onshore Belait Formation) is dominated by strongly cyclical sandier‐upward successions (metre to decametre‐scale) comprising (from bottom to top): (i) finely laminated mudstone with millimetre‐scale silty laminae; (ii) heterolithic sandstone–mudstone alternations (centimetre to metre‐scale); and (iii) sharp‐based, swaley cross‐stratified sandstone beds and bedsets (metre to decimetre‐scale). Gutter casts (decimetre to metre‐scale) are widespread, they are filled with swaley cross‐stratified sandstone and their long axes are oriented perpendicular to the palaeo‐shoreline. The gutter casts and other associated waning‐flow event beds suggest that erosion and deposition was controlled by high‐energy, offshore‐directed, oscillatory‐dominated, sediment‐laden combined flows within a shoreface to delta front setting. The presence of multiple river mouths and exceptionally high rates of accommodation creation (characteristic of the Neogene to Recent Baram Delta Province; up to 3000 m Ma⁻¹), in a ‘storm‐flood’‐dominated environment, resulted in a highly efficient and effective offshore‐directed sediment transport system.