Velocity estimates for signal propagation leading to systemic jasmonic acid accumulation in wounded Arabidopsis.

The wound response prohormone jasmonic acid (JA) accumulates rapidly in tissues both proximal and distal to injury sites in plants. Using quantitative liquid chromatography-mass spectrometry after flash freezing of tissues, we found that JA accumulated within 30 s of injury in wounded Arabidopsis leaves (p = 3.5 e(-7)). JA augmentation distal to wounds was strongest in unwounded leaves with direct vascular connections to wounded leaves wherein JA levels increased significantly within 120 s of wounding (p = 0.00027). This gave conservative and statistically robust temporal boundaries for the average velocity of the long distance signal leading to distal JA accumulation in unwounded leaves of 3.4-4.5 cm min(-1). Like JA, transcripts of the JA synthesis gene LIPOXYGENASE2 (LOX2) and the jasmonate response gene JAZ10.3 also accumulated to higher levels in directly interconnected leaves than in indirectly connected leaves. JA accumulation in a lox2-1 mutant plant was initiated rapidly after wounding then slowed progressively compared with the wild type (WT). Despite this, JAZ10.3 expression in the two genotypes was similar. Free cyclopentenone jasmonate levels were similar in both resting WT and lox2-1. In contrast, bound cyclopentenone jasmonates (arabidopsides) were far lower in lox2-1 than in the WT. The major roles of LOX2 are to generate arabidopsides and the large levels of JA that accumulate proximal to the wound. LOX2 is not essential for some of the most rapid events elicited by wounding.

A pseudo-spectral method for the simulation of poro-elastic seismic wave propagation in 2D polar coordinates using domain decomposition

We present a novel numerical approach for the comprehensive, flexible, and accurate simulation of poro-elastic wave propagation in 2D polar coordinates. An important application of this method and its extensions will be the modeling of complex seismic wave phenomena in fluid-filled boreholes, which represents a major, and as of yet largely unresolved, computational problem in exploration geophysics. In view of this, we consider a numerical mesh, which can be arbitrarily heterogeneous, consisting of two or more concentric rings representing the fluid in the center and the surrounding porous medium. The spatial discretization is based on a Chebyshev expansion in the radial direction and a Fourier expansion in the azimuthal direction and a Runge-Kutta integration scheme for the time evolution. A domain decomposition method is used to match the fluid-solid boundary conditions based on the method of characteristics. This multi-domain approach allows for significant reductions of the number of grid points in the azimuthal direction for the inner grid domain and thus for corresponding increases of the time step and enhancements of computational efficiency. The viability and accuracy of the proposed method has been rigorously tested and verified through comparisons with analytical solutions as well as with the results obtained with a corresponding, previously published, and independently bench-marked solution for 2D Cartesian coordinates. Finally, the proposed numerical solution also satisfies the reciprocity theorem, which indicates that the inherent singularity associated with the origin of the polar coordinate system is adequately handled.

Sources and propagation of international cycles: Common shocks or transmission?

This paper studies the generation and transmission of international cycles in a multi-country model with production and consumption interdependencies. Two sources of disturbance are considered and three channels of propagation are compared. In the short run the contemporaneous correlation of disturbances determines the main features of the transmission. In the medium run production interdependencies account for the transmission of technology shocks and consumption interdependencies account for the transmission of government shocks. Technology disturbances, which are mildly correlated across countries, are more successful than government expenditure disturbances in reproducing actual data. The model also accounts for the low cross country consumption correlations observed in the data.

Prévention de la violence commise par les spectateurs lors de manifestations sportives : étude des mesures préventives et de la responsabilité de l'organisateur à la lumière du droit comparé, du droit suisse et du droit associatif

Introduction 1. Généralités : Le sport occupe une place importante dans notre société, de manière active par la pratique d'une ou de plusieurs activités sportives, ou de manière passive, au travers de la presse, de la radio et de la télévision. Le sport est ainsi un acte de participation, d'appartenance, de revendication et d'intégration à la société en général ou à un groupe. Il stimule l'imagination et permet de rêver aux héros sportifs. Enfin, non seulement il améliore la santé de ceux qui le pratique, mais il a une dimension éducative et joue un rôle social, culturel et récréatif. Toutefois, le sport est également un spectacle qui provoque des passions et engendre des émotions de la part des supporters, dont certains s'exaltent pour leur équipe fétiche. Il arrive que ce supportérisme soit à tel point exacerbé qu'il mène à des dérives pouvant aboutir à des actes de violence dans et en dehors des stades, ceci tant avant, pendant qu'après le match. A titre d'exemple tragique, les téléspectateurs garderont longtemps en mémoire les scènes auxquelles ils ont assisté le 29 mai 1985, en direct, lorsque, avant le début de la rencontre, des hooligans anglais ont attaqué des supporters italiens dans les gradins du bloc Z du stade du Heysel à Bruxelles, lors de la finale de la Coupe d'Europe des champions, opposant le FC Liverpool à la Juventus de Turin; 39 personnes en sont mortes et 600 ont été blessées. La Suisse, longtemps épargnée par le phénomène, en regard de la situation qui a prévalu dans d'autres Etats européens, ne peut échapper, depuis quelques années, au triste constat selon lequel les stades constituent désormais des environnements propices à des actions de violence, de racisme et, plus rarement, d'extrémisme. Le cas le plus révélateur a eu lieu le 13 mai 2006, lorsque des fauteurs de trouble ont envahi le terrain du Parc Saint-Jacques de Bâle après le coup de sifflet final du match de championnat opposant le FC Bâle au FC Zurich, match dont l'enjeu était la première place du classement du championnat de Super League, pour attaquer à coups de pied et à coups de poing des joueurs, des accompagnants et des personnes chargées de la sécurité. Les affrontements ont continué dans la rue jusque tard dans la soirée. Il s'en est suivi une centaine de blessés et des dégâts d'un demi million de francs. De tels débordements mettent en danger la sécurité du public, des équipes et des arbitres. Il s'agit de tout mettre en oeuvre afin que les spectateurs qui assistent à une manifestation sportive puissent prendre du plaisir aux performances des sportifs sans devoir craindre pour leur sécurité. De même, les acteurs sur le terrain doivent pouvoir exercer leur sport sans craindre un envahissement de l'aire de jeu. Ainsi, les Etats et les associations sportives ont élaboré des textes juridiques afin d'éviter des débordements ou tout autre événement qui pourraient mettre en danger des personnes ou des biens matériels lors de manifestations sportives. Sous l'angle du droit étatique helvétique, cela s'est traduit, notamment en vue du déroulement en Suisse du Championnat d'Europe de football de l'UEFA en 2008 (EURO 2008) et du Championnat du monde de hockey sur glace en 2009, par l'adoption de mesures préventives permettant de lutter contre les actes de violence lors de manifestations sportives, introduites dans la Loi fédérale du 21 mars 1997 instituant des mesures visant au maintien de la sûreté intérieure (LMSI). Elles se concrétisent par l'inscription d'individus ayant commis des actes de violence dans une banque de données nationale, ainsi que par le recours au périmètre d'exclusion, à l'interdiction de sortie du territoire, à l'obligation de s'annoncer à la police et, en dernier ressort, à la garde à vue; enfin, il est également possible de saisir, séquestrer ou confisquer du matériel de propagande5. La mise en place de telles mesures relève de l'Etat, garant de la sécurité et de l'ordre publics à l'extérieur des enceintes sportives. L'organisateur, chargé quant à lui d'assurer la sécurité à l'intérieur du stade, n'est toutefois pas en marge, puisque les fédérations et associations sportives ont édicté des règlements dont il est le destinataire. Ces textes prévoient, à sa charge, notamment les mesures suivantes: le prononcé d'interdictions de stade à l'encontre de supporters violents, la fouille accrue des spectateurs, l'engagement d'un service de sécurité privé, l'obligation de désigner un responsable de la sécurité, la séparation des différents groupes de supporters, etc.. Il appartient ainsi aux associations sportives, aux organisateurs, aux chargés de la sécurité au sein des clubs et aux forces de l'ordre public d'appliquer de la meilleure façon que ce soit les mesures proposées et de collaborer afin de combattre les débordements des spectateurs de manière effective. Prévenir et supprimer la violence dans les manifestations sportives exige ainsi la mobilisation et la collaboration de tous les protagonistes concernés.

The Effects of Headcut and Knickpoint Propagation on Bridges in Iowa, October 2008

Headcuts (known also as primary knickpoints) and knickpoints (known also as secondary knickpoints) have been found to contribute to the accelerated riverbed degradation problem in the midwestern United States. Step-changes that occur at the head of channel networks are referred to as headcuts, and those that occur within the confines of channel banks are referred to as knickpoints. The formation of headcuts and knickpoints and their upstream migration have been linked to the over-steepening of stream reaches when the flow plunges to the bed and creates a plunge pool. Secondary flow currents and seepage are believed to be some other parameters contributing to the formation and evolution of headcuts and knickpoints. Ongoing research suggests that headcuts and knickpoints, where they form and migrate, may account for 60% (or more) of the bed erosion in the streams. Based on preliminary observations, there is a strong indication that headcuts and knickpoints can also have a greater influence on flow thalweg alignment (line of deepest flow) for small rivers. A shift in thalweg toward a riverbank or embankment is usually a prime factor contributing to riverbank erosion and scour.

Quantitative comparison of simulations of seismic wave propagation in heterogeneous poro-elastic media involving fluid-solid interfaces and in equivalent visco-elastic solids

There is increasing evidence to suggest that the presence of mesoscopic heterogeneities constitutes the predominant attenuation mechanism at seismic frequencies. As a consequence, centimeter-scale perturbations of the subsurface physical properties should be taken into account for seismic modeling whenever detailed and accurate responses of the target structures are desired. This is, however, computationally prohibitive since extremely small grid spacings would be necessary. A convenient way to circumvent this problem is to use an upscaling procedure to replace the heterogeneous porous media by equivalent visco-elastic solids. In this work, we solve Biot's equations of motion to perform numerical simulations of seismic wave propagation through porous media containing mesoscopic heterogeneities. We then use an upscaling procedure to replace the heterogeneous poro-elastic regions by homogeneous equivalent visco-elastic solids and repeat the simulations using visco-elastic equations of motion. We find that, despite the equivalent attenuation behavior of the heterogeneous poro-elastic medium and the equivalent visco-elastic solid, the seismograms may differ due to diverging boundary conditions at fluid-solid interfaces, where there exist additional options for the poro-elastic case. In particular, we observe that the seismograms agree for closed-pore boundary conditions, but differ significantly for open-pore boundary conditions. This is an interesting result, which has potentially important implications for wave-equation-based algorithms in exploration geophysics involving fluid-solid interfaces, such as, for example, wave field decomposition.

Statistical analysis and modelling of weather radar beam propagation conditions in the Po Valley (Italy)

Ground clutter caused by anomalous propagation (anaprop) can affect seriously radar rain rate estimates, particularly in fully automatic radar processing systems, and, if not filtered, can produce frequent false alarms. A statistical study of anomalous propagation detected from two operational C-band radars in the northern Italian region of Emilia Romagna is discussed, paying particular attention to its diurnal and seasonal variability. The analysis shows a high incidence of anaprop in summer, mainly in the morning and evening, due to the humid and hot summer climate of the Po Valley, particularly in the coastal zone. Thereafter, a comparison between different techniques and datasets to retrieve the vertical profile of the refractive index gradient in the boundary layer is also presented. In particular, their capability to detect anomalous propagation conditions is compared. Furthermore, beam path trajectories are simulated using a multilayer ray-tracing model and the influence of the propagation conditions on the beam trajectory and shape is examined. High resolution radiosounding data are identified as the best available dataset to reproduce accurately the local propagation conditions, while lower resolution standard TEMP data suffers from interpolation degradation and Numerical Weather Prediction model data (Lokal Model) are able to retrieve a tendency to superrefraction but not to detect ducting conditions. Observing the ray tracing of the centre, lower and upper limits of the radar antenna 3-dB half-power main beam lobe it is concluded that ducting layers produce a change in the measured volume and in the power distribution that can lead to an additional error in the reflectivity estimate and, subsequently, in the estimated rainfall rate.

Modelling of weather radar echoes from anomalous propagation using a hybrid parabolic equation method and NWP model data

Contamination of weather radar echoes by anomalous propagation (anaprop) mechanisms remains a serious issue in quality control of radar precipitation estimates. Although significant progress has been made identifying clutter due to anaprop there is no unique method that solves the question of data reliability without removing genuine data. The work described here relates to the development of a software application that uses a numerical weather prediction (NWP) model to obtain the temperature, humidity and pressure fields to calculate the three dimensional structure of the atmospheric refractive index structure, from which a physically based prediction of the incidence of clutter can be made. This technique can be used in conjunction with existing methods for clutter removal by modifying parameters of detectors or filters according to the physical evidence for anomalous propagation conditions. The parabolic equation method (PEM) is a well established technique for solving the equations for beam propagation in a non-uniformly stratified atmosphere, but although intrinsically very efficient, is not sufficiently fast to be practicable for near real-time modelling of clutter over the entire area observed by a typical weather radar. We demonstrate a fast hybrid PEM technique that is capable of providing acceptable results in conjunction with a high-resolution terrain elevation model, using a standard desktop personal computer. We discuss the performance of the method and approaches for the improvement of the model profiles in the lowest levels of the troposphere.

A pseudo-spectral method for simulating of poro-elastic seismic wave propagation in complex borehole environments

We present a novel numerical approach for the comprehensive, flexible, and accurate simulation of poro-elastic wave propagation in cylindrical coordinates. An important application of this method is the modeling of complex seismic wave phenomena in fluid-filled boreholes, which represents a major, and as of yet largely unresolved, computational problem in exploration geophysics. In view of this, we consider a numerical mesh consisting of three concentric domains representing the borehole fluid in the center, the borehole casing and the surrounding porous formation. The spatial discretization is based on a Chebyshev expansion in the radial direction, Fourier expansions in the other directions, and a Runge-Kutta integration scheme for the time evolution. A domain decomposition method based on the method of characteristics is used to match the boundary conditions at the fluid/porous-solid and porous-solid/porous-solid interfaces. The viability and accuracy of the proposed method has been tested and verified in 2D polar coordinates through comparisons with analytical solutions as well as with the results obtained with a corresponding, previously published, and independently benchmarked solution for 2D Cartesian coordinates. The proposed numerical solution also satisfies the reciprocity theorem, which indicates that the inherent singularity associated with the origin of the polar coordinate system is handled adequately.