Mean wind-direction shear through a forest canopy

The equations of motion applying to the wind field in a forest canopy are simplified to a balance between the shearing stress gradient and either the form-drag of the leaves in the upper dense canopy, or the overall horizontal pressure gradient in the more open space beneath. The equations imply that, in descending through the forest, the stress and wind vectors turn through an angle which depends on the forest characteristics and on the stability and the speed of the airflow above the forest. The turning is roughly confirmed by an overall average measured on a very flat site near Thetford, Norfolk, covered by an extensive uniform pine forest.     

Hydro-mechanical evaluation of stabilized mine tailings

. In this study, mine tailings waste was stabilized using a combination of lime, fly ash type "C", and aluminum. Treated samples were subjected to mineral identification for evaluating the formation of ettringite and gypsum. Also, unconfined compression, hydraulic conductivity, and cyclic freeze and thaw tests were performed to evaluate the hydro-mechanical properties of the stabilized samples. Experimental results have shown that the application of lime and fly ash type "C" to high sulfate content tailings has improved its plasticity, workability, and volume stability. Moreover, upon addition of aluminum to lime and fly ash in a sulfate-rich environment, ettringite and calcium sulfo-aluminate hydrate are formed in these samples. Application of 5% lime, 10% fly ash type "C", in combination with 110 ppm aluminum, resulted in the formation of a solid monolith capable of producing more than 1,000 kPa of unconfined compressive strength, and reduced tailings permeability to 1.96᎒^–6 cm s^–1, which is less than the recommended permeability of 10^–5 cm s^–1 by most environmental protection agencies for reusability of solidified/stabilized samples. The permeability of the treated tailings samples remained below the recommended permeability, even after exposing the treated samples to 12 freeze and thaw cycles. Therefore, based on the experimental results, it is concluded that treatment of high sulfate-content tailings with lime and fly ash, combined with the availability of aluminum for reactions, is a successful method of solidifying highly reactive mine tailings.     

Die Weiterentwicklung der Meßtechnik des Wassergehalts des Bodens auf thermischer Grundlage

Zusammenfassung Durch Untersuchungen vonJ. Bracht [3] und dem Verfasser wurde im Jahre 1940 festgestellt, daß die Wärmeleitfähigkeit des Bodens nicht bei allen Bodenarten eindeutig mit dem Wassergehalt zusammenhängt. Es wird eine Erklärung für diese Erscheinung durch die Verscjiedenheit der Wasserablagerung zwischen den Bodenpartikeln bei Wasseraufnahme und Wasserabgabe gegeben. Von allen Wärmekonstanten des Bodens ist nur die Wärmekapazität wahrscheinlich eindeutig abhängig von dem Wassergehalt des Bodens. Diese Größe kann am einfachsten als der Quotient aus der Wärmeleitfähigkeit und der Temperaturleitfähigkeit des Bodens bestimmt werden. Es mu\ also außer der Wärmeleitfähigkeit auch noch die Temperaturleitfähigkeit gemessen werden.In der vorliegenden Arbeit wird ein Verfahren zur Bestimmung dieser letzteren Größe beschrieben. Hierbei wird als Geber das Doppelthermometer benutzt, das zur Messung der Wärmeleitfähigkeit des Bodens vom Verfasser [2] beschrieben wurde. Von den beiden Thermometern dieses Doppelthermometers wird das eine in halbstündigen Intervallen je eine Viertelstunde lang geheizt. Gemessen wird dann außer dem Temperaturunterschied zwischen geheiztem und ungeheiztem Thermometer auch der Temperaturgang des ungeheizten Thermometers allein. Aus dem Temperaturunterschied zwischen beiden Thermometern wird in der üblichen Weise die Wärmeleitfähigkeit und aus der Amplitude des Temperaturganges und seiner Phasenverschiebung gegen die Heizung die Temperaturleitfähigkeit des Bodens berechnet.

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Summary Researches ofJ. Bracht [3] and of the present author have shown in 1940 that the thermal conductivity of the soil is not exactly coherent with the content of water in all kinds of soil. An explanation of this phenomenon is given by the difference of water deposit between the soil particles under conditions of imbilition and desiccation of water. Of all thermal constants of the soil solely the heat capacity probably is distinctly dependent on the water content of the soil. This value can be determined in the simplest manner as the quotient of thermal conductivity and thermal diffusivity of the soil. Beside thermal conductivity therefore thermal diffusivity must be measured too.A procedure for the determination of this last value is developed in this paper. The double thermometer which has been described by the author [2] for measuring the thermal conductivity is used as indicator. One of the two thermometers of this double thermometer is being heated during a quarter of an hour at intervals of half an hour. Beside the difference of temperature between heated and unheated thermometer the variation of temperature of the unheated thermometer itself is measured. Then the thermal conductivity is calculated in the usual manner from the difference of temperature between the two thermometers and the thermal diffusivity of the soil from the amplitude of the temperature variation and its shift of phase against heating.

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Résumé Des recherches deJ. Bracht [3] et de l'auteur en 1940 ont montré que la conductibilité calorifique de certains sols ne dépend pas uniquement de leur teneur en eau. On tente d'expliquer cette anomalie par le fait que l'eau s'insère différemment entre les particules du sol lors de l'imbibition et lors de la dessication. Parmi toutes les constantes calorifiques du sol, la capacité calorifique est probablement la seule qui soit en relation univoque avec la teneur en eau. Cette grandeur peut se définir le plus simplement par le quotient de la conductivité calorifique et de la transmission thermique du sol. Il faut donc mesurer séparément ces deux grandeurs.On décrit dans le présent mémoire un procédé permettant la mesure de la transmission thermique. On se sert comme indicateur du thermomètre double décrit par l'auteur [2] en vue de la mesure de la conductibilité du sol. L'un de ces thermomètres est chauffé pendant un quart d'heure toutes les demi-heures. On note alors non seulement la différence de température entre les deux instruments, mais encore les variations du thermomètre non chauffé: la différence de température permet comme d'ordinaire le calcul de la conductibilité, tandis que l'amplitude de la variation du thermomètre non chauffé et son décalage par rapport à l'autre permettent le calcul de la transmission thermique.

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Mit 4 Textabbildungen.     

Non-Homogeneous Charge-Consistent Model for Acceleration of Iron in the Solar Corona

Acceleration of iron ions by a spherical shock wave moving through non-homogeneous solar corona is considered. The energy dependence of the mean charge of iron, _Fe(E), is determined by the characteristic acceleration time, T _a, trapping time, T _tr, and time for charge changes, T _q. The latter varies along with plasma number density during the propagation of the shock wave in the corona. Our calculations have demonstrated that adiabatic energy changes, Coulomb losses and shock broadening do not sufficiently influence the dependence _Fe(E). According to our estimations, the photoionizing processes can scarcely affect the ionic states of accelerated iron, except probably for the most powerful X10 class events.     

Quantification of the amplitude variability of the ground motion in Argostoli,Greece. Variability of linear and non-linear structural response of a single degree of freedom system.

The term “spatial variability of seismic ground motions” denotes the differences in the amplitude and phase content of seismic motions. The effect of such spatial variability on the structural response is still an open issue. In-situ experiments may be helpful in order to answer the questions regarding both the quantification of the spatial variability of the ground motion within the dimensions of a structure as well as the effect on its dynamic response. The goal of the present study is to quantify the variability of the seismic ground motion accelerations in the shallow sedimentary basin of Argostoli, Greece, and thereafter to identify its effect on the linear and non-linear elasto-plastic response of a single degree of freedom system in terms of spectral displacements. Around 400 earthquakes are used, recorded by the 21-element very dense seismological array deployed in Argostoli with inter-station spacing ranging from 5 to 160 meters. The seismic motion variability, evaluated in terms of spectral accelerations, is found to be significant and to increase with inter-station distance and frequency. Thereafter, the amplitude variability in terms of spectral displacements, which is indeed the linear response of a single degree of freedom (SDOF) system with various fundamental periods, is compared with the amplitude variability of a SDOF with non-linear elasto-plastic response. The variability of the maximum top displacement of the linear single degree of freedom system is estimated to be on average 12% with larger variabilities to be observed within two narrow frequency ranges (between 1.5 and 1.7 Hz and between 3 and 4 Hz). Such high variabilities are caused by locally edge-generated diffracted surface waves. The non-linear perfectly elasto-platic structural response of the SDOF system shows that although the variability has the same trends as in the case of linear response, it is almost constantly increased by 5%.     

Lake ecosystem responses to catchment disturbance and airborne pollution: an 800-year perspective in southern Sweden

Sediment sequences spanning the last 800 years from two small lakes in the south Swedish uplands were explored for assessment of effects of changing human population, local land-use practices and airborne pollution on lake-ecosystem functioning and resilience. Variations in nutrient cycling and deposition of lithogenic elements were studied, using a multi-proxy stratigraphic approach. Carbon and nitrogen elemental and isotopic analyses were applied in combination with records of hydrocarbons (n-alkanes) to investigate the sources and depositional conditions of sediment organic matter. Changes in fluvial and airborne delivery of inorganic matter were based on X-ray fluorescence measurements. The results reveal that population growth and related increases in land-use pressure had a major impact on catchment erosion and input of terrestrial organic matter to the lakes from the 1500s to the end of the 1800s. Evidence also exists of a brief period of catchment disturbance at ca. 1200–1300, followed by recovery, likely connected to the Black Death pandemic. At ca. 1900 synchronous shifts in most of the proxy records suggest a marked change in external forcing common to the two lakes related to a major decrease in population density and the introduction of modern forestry following the industrial revolution. Interestingly, the two sediment records exhibit generally coherent trends in C/N ratio, organic C content and δ¹³C, both before and after 1900, indicating broadly similar sensitivities of the lake ecosystems to human impact. In contrast, deviating trends in total N content, δ¹⁵N and lithogenic element concentrations (K, Ti, Rb and Zr) reflect site-specific responses to local disturbances during the last century due to different nutrient conditions and catchment properties. Our companion sediment records highlight the importance of understanding long-term human impact on watersheds and demonstrate how regional versus local forcing of lake ecosystems, as well as site-specific responses related to catchment characteristics can be reconstructed.     

USE OF VALUE FUNCTIONS AS A POSSIBLE SUITABILITY SCALING PROCEDURE IN AUTOMATED COMPOSITE MAPPING

The application of composite suitability mapping integrated with a geographic information system is progressing at a much faster rate than the methodological improvements necessary for optimal use in the public planning context. The use of value functions is suggested as an alternative scaling procedure that is scientifically and operationally preferable to existing procedures. Value functions limit the operational subjectivity and enhance the potential for replication and verification of the analysis. Value functions are conducive to increased automation of the land planning and decision process while being comprehensible to non-expert decision-makers and the public.