Soil erosion susceptibility assessment and validation using a geostatistical multivariate approach: a test in Southern Sicily

A certain number of studies have been carried out in recent years that aim at developing and applying a model capable of assessing water erosion of soil. Some of these have tried to quantitatively evaluate the volumes of soil loss, while others have focused their efforts on the recognition of the areas most prone to water erosion processes. This article presents the results of a research whose objective was that of evaluating water erosion susceptibility in a Sicilian watershed: the Naro river basin. A geomorphological study was carried out to recognize the water erosion landforms and define a set of parameters expressing both the intensity of hydraulic forces and the resistance of rocks/soils. The landforms were mapped and classified according to the dominant process in landsurfaces affected by diffuse or linear water erosion. A GIS layer was obtained by combining six determining factors (bedrock lithology, land use, soil texture, plan curvature, stream power index and slope-length factor) in unique conditions units. A geostatistical multivariate approach was applied by analysing the relationships between the spatial distributions of the erosion landforms and the unique condition units. Particularly, the density of eroded area for each combination of determining factors has been calculated: such function corresponds, in fact, to the conditional probability of erosion landforms to develop, under the same geoenvironmental conditions. In light of the obtained results, a general geomorphologic model for water erosion in the Naro river basin can be depicted: cultivated areas in clayey slopes, having fine-medium soil texture, are the most prone to be eroded; linear or diffuse water erosion processes dominate where the topography is favourable to a convergent or divergent runoff, respectively. For each of the two erosion process types, a susceptibility map was produced and submitted to a validation procedure based on a spatial random partition strategy. Both the success of the validation procedure of the susceptibility models and the geomorphological coherence of the relationships between factors and process that such models suggest, confirm the reliability of the method and the goodness of the predictions.     

Environmental hydrogeology of the southern sector of the Samborombon Bay wetland,Argentina

The Samborombon Bay wetland is located on the west margin of the Rio de la Plata estuary, in the Province of Buenos Aires, Argentina. This paper analyses the geological, geomorphologic, soil and vegetation characteristics of the southernmost sector of this wetland and their influence on surface water and groundwater. The study area presents three hydrologic units: coastal dunes, sand sheets and coastal plain. Coastal dunes and sand sheets are recharge zones of high permeability with well-drained, non-saline soils, and a few surface water flows. Changes in the water table are related to rainfall. Groundwater in coastal dunes is Ca–Mg–HCO₃ to Na–HCO₃, and of low salinity (590 mg/l). Groundwater in sand sheets is mainly Na–HCO₃ with a salinity of about 1,020 mg/l. The coastal plain exhibits medium to low permeability sediments, with submerged saline soils poorly drained. Groundwater is Na–Cl with a mean salinity of 16,502 mg/l. A surface hydrological network develops in the coastal plain. Surface water levels near the shoreline are affected by tidal fluctuations; far from the shoreline water accumulates because of poor drainage. Both sectors have Na–Cl water, but the former is more saline. Human intervention and sea level rise may affect the wetland severely.     

Interference of Multiple Strip Footings on Sand Using Small Scale Model Tests

By using small scale model tests, the interference effect on the vertical load-deformation behavior of a number of equally spaced strip footings, placed on the surface of dry sand, was investigated. At any stage, all the footings were assumed to (i) carry exactly equal magnitude of load, and (ii) settle to the same extent. No tilt of the footing was permitted. The effect of clear spacing (s) among footings on the results was explored. A new experimental setup was proposed in which only one footing needs to be employed rather than a number of footings. The bearing capacity increases continuously with decrease in spacing among the footings. The interference effect becomes further prominent with increase in soil friction angle. In contrast to an increase in the bearing capacity, with decrease in spacing of footings, an increase in the footing settlement associated with the ultimate state of shear failure was observed. The present experimental observations were similar to those predicted by the available theory, based on the method of characteristics. As compared to the theory, the present experimental data, however, indicates much greater effect of interference especially for larger spacing among footings.     

Analysis of the 2003 Varunawat Landslide,Uttarkashi, India using Earth Observation data

Mass movements such as landslides in mountainous terrains are natural degradation processes and one of the most important landscape-building factors. Varunawat Parbat overlooking Uttarkashi town witnessed a series of landslides on 23 September 2003 and the debris slides and rock falls continued for 2 weeks. This landslide complex was triggered due to the incessant rainfall prior to the event, and its occurrence led to the blockage of the pilgrim route to Gangotri (source of the Ganges river) and evacuation of thousands of people to safer places. Though there was no loss of lives due to timely evacuation, heavy losses to the property were reported. High-resolution stereoscopic earth observation data were acquired after the incidence to study the landslide in detail with emphasis on the cause of the landslide and mode of failure. Areas along the road and below the Varunawat foothill region are mapped for landslide risk. It was found that the foothill region of the Varunawat Parbat was highly disturbed by man-made activities and houses are dangerously located below steep slopes. The potential zones for landslides along with the existing active and old landslides are mapped. These areas are critical and their treatment with priority is required in order to minimise further landslide occurrences.     

Finite Element Modeling of Swelling Soil Pressures Using Joint/Interface Elements

There could be some discontinuities in a soil media such as layers, earth structures, cracks, and fissures so that estimation of stresses and deformations in these types of soil masses are somewhat different from continuous masses. The discontinuities in a soil mass could be considered as a special link between two blocks. Transmitted swelling pressures affected by the soil properties of the backfill especially at the interface between the backfill and retaining wall. In order to estimate the transmitted swelling pressure distribution behind a retaining wall, using with interface element, a new finite element model and a code (SWELPRES) have been developed. To evaluate the effect of backfill characteristics and interface element from the transmitted lateral swelling pressures, four cases of thickness of backfills with or without interface elements are investigated.     

Monitoring Large-Scale Tests for Nuclear Waste Disposal

Two large-scale “in situ” demonstration experiments and their instrumentation are described. The first test (FEBEX Experiment) involves the hydration of a compacted bentonite barrier under the combined effect of an inner source of heat and an outer water flow from the confining saturated granite rock. In the second case, the progressive de-saturation of Opalinus clay induced by maintained ventilation of an unlined tunnel is analyzed. The paper shows the performance of different sensors (capacitive cells, psychrometers, TDR’s) and a comparison of fill behaviour with modelling results. The long term performance of some instruments could also be evaluated specially in the case of FEBEX test. Capacitive sensors provide relative humidity data during long transient periods characterised by very large variations of suction within the bentonite.     

Field Measurement of Suction, Water Content, and Water Permeability

This paper presents a review of techniques for field measurement of suction, water content, and water hydraulic conductivity (permeability). Main problems in the use of field tensiometers are addressed and hints on how to improve tensiometer performance are given. Advantages and limitations of instruments for indirect measurement of suction including electrical conductivity sensors, thermal conductivity sensors, dielectric permittivity sensors, filter paper, and psychrometer are discussed. Techniques for water content measurement based on dielectric methods are then presented. These include time and amplitude domain reflectometry and capacitance. Finally, a brief overview of methods for measurement of water permeability in the field is presented.     

A calculation of the large scale three dimensional distribution of diabatic heating in the atmosphere

Summary The large scale three-dimensional diabatic heating in the atmosphere is computed at 12 isentropic surfaces for a particular twelve hour time period. Using a method due toErtel, the continuity equation is combined with the equations of motion to give an explicit relation between diabatic heating and changes in potential vorticity and stability along isentropic surface trajectories. The results are barely of useful accuracy and reliability and this only under favorable conditions. The distribution of diabatic heating is qualitatively reasonable in the regions near the tropopause, close to the ground, above a cloud or moist layer, and within an area of general condensation. Errors and approximations make the computed values completely unreliable in areas of large anticyclonic vorticity or large baroclinity. Comparison of magnitudes with those computed from rainfall observations and with those measured directly at the earth's surface shows agreement in sign and within a factor of three in the areas of best data. The results emphasize that there are regions and periods where diabatic heating in the free atmosphere may be important in controlling atmospheric behavior. Sample calculations in one of these regions using values of diabatic heating computed by this study illustrate that this process is of comparable importance with the adiabatic process in determining vertical velocity.

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Zusammenfassung Die großräumige nichtadiabatische Erwärmung der Atmosphäre in 12 isentropen Flächen während eines 12stündigen Zeitabschnittes wird berechnet. Unter Verwendung einer Methode vonErtel liefert eine Kombination der Kontinuitätsgleichung mit den Bewegungsgleichungen eine explizite Beziehung zwischen der nichtadiabatischen Erwärmung, der potentiellen Vorticity und der Stabilität entlang der isentropen Trajektorien. Das Resultat ist von beschränkter Genauigkeit — und auch dies nur unter günstigen Bedingungen. Qualitativ brauchbare Verteilungen der nichtadiabatischen Erwärmung erhält man nahe der Tropopause, in Bodennähe, über einer Schicht von Wolken oder feuchter Luft und innerhalb der Zonen mit verbreiteter Kondensation. In Gebieten mit großer antizyklonaler Vorticity oder großer Baroklinität werden die berechneten Werte infolge von Meß- und Approximationsfehlern völlig ungenau. In den Gebieten mit optimalen Voraussetzungen stimmen die berechneten Werte mit den aus Niederschlagsmessungen abgeleiteten oder am Boden direkt beobachteten im Vorzeichen und innerhalb eines Faktors von 3 überein. Die Ergebnisse der vorliegenden Untersuchung weisen erneut darauf hin, daß in manchen Gebieten bzw. Zeitabschnitten das Verhalten der freien Atmosphäre durch nichtadiabatische Erwärmung wesentlich beeinflußt sein kann. Stichprobenweise Berechnungen für eines dieser Gebiete zeigen, daß die theoretisch ermittelte nichtadiabatische Erwärmung für die resultierende Vertikalgeschwindigkeit der Luft quantitativ von ähnlicher Bedeutung ist wie der adiabatische Prozeß.

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Résumé L'auteur a calculé le réchauffement non adiabatique, à grande échelle, de l'atmosphère à 12 niveaux isentropes pendant un intervalle de 12 heures. Une méthode établie parErtel combine l'équation de continuité et les équations de mouvement et aboutit à une relation explicite entre le réchauffement non adiabatique, la vorticity potentielle et la stabilité le long de trajectoires isentropes. Le résultat n'a qu'une exactitude approchée, et cela dans des conditions favorables seulement. On obtient une répartition utilisable du réchauffement non adiabatique au voisinage de la tropopause, du sol, au-dessus d'une couche de nuages ou d'air humide, ainsi qu'à l'intérieur des zones à forte condensation. Dans les régions à grande vorticity anticyclonique et à grande baroclinité, les valeurs calculées deviennent tout à fait inexactes par suite d'une approximation insuffisante et d'erreurs de mesure. Dans les régions à conditions favorables par contre, les valeurs calculées correspondent à celles que l'on peut tirer de la mesure des précipitations ou de celles que l'on mesure au sol, cela au signe et à un facteur 3 près. Le résultat de cette étude montre à nouveau que dans certaines régions ou certains laps de temps l'état de l'atmosphère peut être notablement conditionné par un réchauffement non adiabatique. Des épreuves faites pour l'une de ces régions montrent que le réchauffement non adiabatique obtenu par calcul est quantitativement aussi important pour la vitesse verticale résultante de l'air que le processus adiabatique.

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With 7 Figures     

Modification of an acoustic pinger to transmit temperature data

An acoustic pinger can be modified to transmit two pings per second with the delay time between pings controlled by the temperature of an external thermistor. The precision of the temperature measurements is on the order of 0.1°C. This modification does not interfere with the normal depth indicating function of the pinger and is an inexpensive means of obtaining water temperature data.