Flow characteristics of Metresa: an Oligocene seismoturbidite in the Dukla Unit, Polish Carpathians

Metresa is a thick, distinctive turburdite within the Menilite Shales in the Carpathians of south-east Poland. It was deposited by a SE-flowing turbidity current derived from the Silesian cordillera and can be traced for 55 km downcurrent; it has a width of at least 15 km. The current contained roughly 3 km³ of sediment and conforms to the definition of a seismoturbidite. Grain-size analyses of samples from the nine localities where Metresa is exposed indicate average velocities decreasing from 2 m s^?1 to less than 1 m s^?1 over the 55 km. Massive divisions are poorly developed; instead, the turbidite, although graded, tends to be laminated throughout. Flat lamination predominates with intercalated cross-lamination and erosion structures at various levels. Small-scale cross-lamination, presumably associated with ripples, occurs at some upper levels. An exceptional feature is a large-scale wave-like structure somewhat resembling hummocky cross-stratification. The structures are not consistent with the inferred velocities. It is suggested that the stability fields relating structures to stream power (herein called the ‘Allen fields’) are displaced in respect to deposition from waning turbidity currents.     

Geo-chemical Behavior of Uranium in the Sambhar Salt Lake, Rajasthan (India): Implications to "Source" of Salt and Uranium "Sink"

Among several salt lakes in the Thar Desert of western India, the Sambhar is the largest lake producing about 2 × 10⁵ tons of salt (NaCl) annually. The “lake system” (lake waters, inflowing river waters, and sub-surface brines) provides a unique setting to study the geo-chemical behavior of uranium isotopes (²³⁸U, ²³⁴U) in conjunction with the evolution of brines over the annual wetting and evaporation cycles. The concentration of ²³⁸U and the total dissolved solids (TDS) in lake water increase from ~8 μg L⁻¹ and ~8 g L⁻¹ in monsoon to ~1,400 μg L⁻¹ and 370 g L⁻¹, respectively, during summer time. The U/TDS ratio (~1 μg g⁻¹ salt) and the ²³⁴U/²³⁸U activity ratio (1.65 ± 0.05), however, remain almost unchanged throughout the year, except when U/TDS ratio approaches to 3.8 at/or beyond halite crystallization. These observations suggest that uranium behaves conservatively in the lake waters during the annual cycle of evaporation. Also, uranium and salt content (TDS) are intimately coupled, which has been used to infer the origin and source of salt in the lake basin. Furthermore, near uniform ratios in evaporating lake waters, when compared to the ratio in seawater (~0.1 μg g⁻¹ salt and 1.14 ± 0.02, respectively), imply that aeolian transport of marine salts is unlikely to be significant source of salt to the lake in the present-day hydrologic conditions. This inference is further consistent with the chemical composition of wet-precipitation occurring in and around the Sambhar lake. The seasonal streams feeding the lake and groundwaters (within the lake’s periphery) have distinctly different ratios of U/TDS (2–69 μg g⁻¹ salt) and ²³⁴U/²³⁸U (1.15–2.26) compared to those in the lake. The average U/TDS ratio of ~1 μg g⁻¹ salt in lake waters and ~19 μg g⁻¹ salt in river waters suggest dilution of the uranium content by the recycled salt and/or removal processes presently operating in the lake during the extraction of salt for commercial use. Based on mass-balance calculations, a conservative estimate of "uranium sink" (in the form of bittern crust) accounts for ~5 tons year⁻¹ from the lake basin, an estimate similar to its input flux from rivers, i.e., 4.4 tons year⁻¹.     

Multi-scale permeability estimation for a tropical catchment

Physically based and spatially distributed modelling of catchment hydrology involves the estimation of block or whole-hillslope permeabilities. Invariably these estimates are derived by calibration against rainfall–runoff response. Rarely are these estimates rigorously compared with parameter measurements made at the small scale. This study uses a parametrically simple model, TOPMODEL, and an uncertainty framework to derive permeability at the catchment scale. The utility of expert knowledge of the internal catchment dynamics (i.e. extent of saturated area) in constraining parameter uncertainty is demonstrated. Model-derived estimates are then compared with core-based measurements of permeability appropriately up-scaled. The observed differences between the permeability estimates derived by the two methods might be attributed to the role of intermediate scale features (natural soil pipes). An alternative method of determining block permeabilities at the intermediate or hillslope scale is described. This method uses pulse-wave tests and explicitly incorporates the resultant effects of phenomena such as soil piping and kinematic wave migration. The study aims to highlight issues associated with parameterizing or validating distributed models, rather than to provide a definitive solution. The fact that the permeability distribution within the Borneo study catchment is comparatively simple, assists the comparisons. The field data were collected in terrain covered by equatorial rainforest. Combined field measurement and modelling programmes are rare within such environments. © 1998 John Wiley & Sons, Ltd.     

ITERATIVE GRAVITY MODELING BY USING CUBICAL BLOCKS*

Approximation formulas for a cube's gravity field yield results which, for all practical purposes, are as accurate as those obtained by using the lengthy expressions defining the exact field. This fact is utilized in the development of a new gravity modeling scheme which uses cubes as building blocks. A geologically feasible shape of the anomalous body is assumed and filled with cubes. To start with the largest cube which can be accommodated is placed inside the body. After that, the sidelength of the cube is halved, and as many cubes of that size as possible are placed into the remaining space. This procedure is repeated until the system of cubes has approached the shape of the body. The total gravity field due to all cubes placed represents the field of the body. The placement of cubes is governed by an arrangement which is symmetrical with respect to the center of the first cube. Consequently, the data calculated for one cube may be used repeatedly for other symmetrically located cubes; this approach greatly reduces the number of calculations actually carried out. By reducing the size of the first cube and making it sufficiently small so that its density may be treated as uniform, the method can be used for evaluating the gravity field of an irregularly shaped body whose density varies in an arbitrary fashion. The accuracy of the method is investigated by computing the gravity field of a sphere constructed from cubical blocks and buried at a shallow depth. A comparison of results with the analytical data obtained for the corresponding perfect sphere shows that a very high precision, of the order of microgals, is reached even at the end of the second cycle; moreover, depending on the accuracy desired, the method is three to five times faster than the Talwani-Ewing algorithm. The method may be applied to borehole gravimetry, where very high precision is required, as well as to problems of topographic correction, where speed is the most important consideration.     

Karst Hazard Assessment of Eastern Saudi Arabia

Karst phenomena exist in areas in the eastern part of Saudi Arabia, forming solution features such as sinkholes, collapsed dolines and solution caverns, as a result of the chemical leaching of the carbonate and evaporite formations by percolating water. The instability of these karst phenomena could produce land subsidence problems. This paper reviews the geology of documented karstic rock units in Saudi Arabia and proposes a simple engineering classification of the solution features characteristic of limestone. Two case histories in the Dhahran area, eastern Saudi Arabia, will be used as examples for the application of a modified engineering classification.     

The Roaches and Ashover Grits: sequence stratigraphic interpretation of a ‘turbidite-fronted delta’ system

A single Upper Carboniferous fluvio-deltaic cycle (Namurian, R₂b5) in the south part of the Pennine Basin of northern England has been reinterpreted using a sequence stratigraphic approach. In upward succession the deposits comprise basinal mudstones, localized thick density current deposits, delta slope deposits and delta-top sandstones, followed abruptly by basinal mudstones. Earlier interpretations linked these elements with a single, mainly regressive, cycle, referred to as a turbidite-fronted delta. Recent evidence for strong glacio-eustatic sea-level fluctuations in the Namurian suggests that it is unlikely that the previous simple model can explain the spatial arrangement of all the lithological units. This paper attempts to identify elements of the Exxon sequence stratigraphic model, in which changes of sea level are an essential part. The basinal mudstones represent deep-water deposition and imply a highstand of sea level. Thick density current deposits are now known to be localized close to the basinward limit of delta progradation, so cannot be seen as a ubiquitous component of the depositional system. They may form a detached fan, or a fan located at the foot of the delta slope. Slope siltstones include turbidite-like sandstones, but these are interbedded with tractional sandstones and Pelecypodichnus trace fossils, giving no clear indication of water depth. The delta-top sandstones, some coarse and pebbly, can in places be shown to consist of two parts separated by a significant erosion surface now regarded as a type 1 sequence boundary. The erosion surface is locally incised about 80 m into the delta deposits, forming a major palaeovalley. Giant cross-beds (foresets 20 m thick) forming part of the palaeovalley fill are restricted to the basinward end of this feature. A curve of relative sea level inferred for the R₂b5 interval suggests a fourth-order cycle in which two sharp rises are separated by a gradual fall. Possible minor (fifth-order) rises and falls may be superimposed. © 1997 John Wiley & Sons, Ltd.     

Development of a reactive zone technology for simultaneous in situ immobilisation of radium and uranium

Simultaneous in situ immobilisation of uranium (U) and radium (²²⁶Ra) by injectible amounts of grey cast iron (gcFe), nano-scale iron (naFe) and a gcFe/MnO₂ mixture (1:1) was studied in batch and column tests. Both 0.5 g/L naFe and gcFe are effective in ²²⁶Ra and U removal from mine water, whereas MnO₂ addition clearly increased the efficiency of gcFe for ²²⁶Ra and U immobilisation. In a column test with 0.6 wt% gcFe/MnO₂ mixture (1:1), neither ²²⁶Ra nor U was detected in the effluent after replacement of 45 pore volumes. A sequential extraction under flow condition revealed ²²⁶Ra to be mostly occluded in manganese oxides. Uranium was mostly sorbed onto poorly crystalline iron hydroxides, but a significant part was found to be occluded in manganese oxides also. The results of this study suggest that MnO₂ promotes iron hydroxide formation under slightly reducing environmental conditions resulting in an increased pollutant retention capacity.     

Animal burrowing and associated formation of large desiccation cracks as factors of a rapid restoration of soil cover in flooded farmlands

The burrowing activity of annelids controls the spatial pattern and rapid formation of large desiccation cracks in the river flood-derived mud cover in recently inundated farmland areas in northwestern Anatolia, Turkey. The phenomenon is confirmed by laboratory experiments imitating the natural floodplain conditions.