Assessing the identity of the variety 'Pedro Giménez' grown in Argentina through the use of microsatellite markers

Pedro Giménez' is a white criolla variety cropped in Argentina, mainly in Mendoza and San Juan, being the most planted white variety destined for wine making in the country. Its origin remains unknown, as well as its relationship with Spanish variety 'Pedro Ximénez', mostly grown in Jerez, Spain. Previous works have probed that most of Criollas varieties existing in America at the moment, are the offspring of 'Muscat of Alexandria' x 'Criolla Chica'. The aim of the present work was to compare 'Pedro Giménez' with the Spanish variety 'Pedro Ximénez', and to establish its degree of relatedness to 'Muscat of Alexandria' and 'Criolla Chica'. Therefore we used a set of 18 nuclear SSR loci and 3 chloroplast SSR loci. 'Pedro Giménez' shared only 38% of the alleles under analysis with 'Pedro Ximénez', indicating that they are indeed two different varieties. In all 18 polymorphic nuclear SSR loci 'Pedro Giménez' shared 50% of its alleles with 'Muscat of Alexandria', while the other 50% of the alleles present in 'Pedro Giménez' were also present in 'Criolla Chica'. This data, along with those from the chloroplast SSR analysis, strongly suggest that 'Pedro Giménez' is the progeny of 'Muscat of Alexandria' x 'Criolla Chica', being the latest one the most likely female progenitor.

Chemical characterization of marine sub-micrometer aerosol particles during the MERIAN cruise MSM18/3 from the Cape Verde island Sao Vicente to Gabun (Atlantic Ocean)

Sub-micron marine aerosol particles (PM1) were collected during the MERIAN cruise MSM 18/3 between 22 June 2011 and 21 July 2011 from the Cape Verde island Sao Vicente to Gabun crossing the tropical Atlantic Ocean and passing equatorial upwelling areas. According to air mass origin and chemical composition of the aerosol particles, three main regimes could be established. Aerosol particles in the first part of the cruise were mainly of marine origin, in the second part was marine and slightly biomass burning influenced (increasing tendency) and in the in last part of the cruise, approaching the African mainland, biomass burning influences became dominant. Generally aerosols were dominated by sulfate (caverage = 1.99 µg/m**3) and ammonium ions (caverage = 0.72 µg/m**3) that are well correlated and slightly increasing along the cruise. High concentrations of water insoluble organic carbon (WISOC) averaging 0.51 µg/m**3 were found probably attributed to the high oceanic productivity in this region. Water soluble organic carbon (WSOC) was strongly increasing along the cruise from concentrations of 0.26 µg/m**3 in the mainly marine influenced part to concentrations up to 3.3 µg/m**3 that are probably caused by biomass burning influences. Major organic constituents were oxalic acid, methansulfonic acid (MSA) and aliphatic amines. MSA concentrations were quite constant along the cruise (caverage = 43 ng/m**3). While aliphatic amines were more abundant in the first mainly marine influenced part with concentrations of about 20 ng/m**3, oxalic acid showed the opposite pattern with average concentrations of 12 ng/m**3 in the marine and 158 ng/m**3 in the biomass burning influenced part. The alpha dicarbonyl compounds glyoxal and methylglyoxal were detected in the aerosol particles in the low ng/m**3 range and followed oxalic acid closely. MSA and aliphatic amines accounted for biogenic marine (secondary) aerosol constituents whereas oxalic acid and the alpha dicarbonyl compounds were believed to result mainly from biomass burning. N-alkane concentrations increased along the cruise from 0.81 to 4.66 ng/m**3, PAHs and hopanes were abundant in the last part of the cruise (caverage of PAHs = 0.13 ng/m**3, caverage of hopanes = 0.19 ng/m**3). Levoglucosan was identified in several samples of the last part of the cruise in concentrations around 2 ng/m**3, pointing to (aged) biomass burning influences. The investigated organic compounds could explain 9.5% of WSOC in the mainly marine influenced part (dominating compounds: aliphatic amines and MSA) and 2.7% of WSOC in the biomass burning influenced part (dominating compound: oxalic acid) of the cruise.

Estudio de los enlucidos de yeso de la iglesia de San Pedro de los Francos de Calatayud. Study of plasters finishes on San Pedro de los Francos church at Calatayud

El estudio de los enlucidos de la iglesia de San Pedro de los Francos de Calatayud ha permitido demostrar, en primer lugar, la secuencia estratigráfica mediante la lectura de la interfase de adherencia; en segundo lugar, la evolución de las técnicas de aplicación, desde el enlucido mudéjar, un fingido de piedra agramilado y pintado (siglo XV), hasta los enlucidos lisos y pinturas aplicados posteriormente. Y, finalmente, a través de los estudios de microscopía electrónica de barrido (SEM) y de difracción de rayos X (DRX), se ha determinado que son morteros en los que tanto el conglomerante como el árido son yeso y anhidrita, que correspondería a un yeso trasdicional multifase, cuyos granos más gruesos analizados como áridos proceden del producto obtenido artesanalmente.

Stresses and stability of a mine paste fill

Se describe el comportamiento de los rellenos de pasta de las cámaras primarias de la mina de Aguas Teñidas y se calcula la resistencia que deben tener dichos rellenos para que no se desmoronen las paredes de los mismos que quedan expuestas al extraer las cámaras secundarias.Abstract:This article presents the study carried out at an underground mine to understand the stress distribution in the paste fills and to calculate the stability of the paste walls. The mine is operated using sublevel stopes. Three-dimensional numerical models designed with the FLAC 3D software are used to study the distribution of the vertical stresses in the paste. The numerical models have demonstrated that an arc-like effect is produced in the paste fills of the primary stopes. This effect relieves the vertical stresses and increases the stability of the exposed paste wall fill. Based on the results of the numerical models, in the 30m high secondary stopes, the arc effect starts to be evident only in paste walls with a width/height ratio lower than 0.8. 3-D calculations show that the use of Mitchell, R. J. et al. (1982) formula may be risky when estimating the fill stability in secondary stopes.

Doubling the width of the platform of the San Pedro bridge in Spain

The San Pedro Bridge has six spans and is 750 m (2460 ft) long, 88 m (290 ft) high, 12 m (39 ft) wide, and curved with a radius of 700 m (2300 ft). It was built in 1993 using the cantilever method. Its super - structure is a prestressed concrete box girder with main spans of 150 m (490 ft). In 2008 and 2009, the width of the platform was enlarged to 23 m (75 ft) using five movable sets of scaffolding. The bridge remained open to traffic during construction. The original platform was widened 6 m (20 ft) on each side by connecting a new lightweight concrete cantilever to the original upper slab. These cantilevers were supported by steelstruts. The tie into the upper slab was made with new transverse post-tensioned tendons. The original superstructure was strengthened to resist the additional dead load of the expansion and live loads of the extra traffic. An additional new central web and a composite concrete-steel section were constructed and connected to the concrete box and central web using vertical high-strength post-tensioning bars. Also, external post-tensioning cables were implemented. It was also necessary to strengthen the connection of the original concrete box section to the piers. Detailed calculations were performed to evaluate the load distribution transmitted to the piers by the webs and by the original inclined concrete walls of the box girder. Finally, a detailed second-order-analysis of the complete structure was made to guarantee the resistance of the piers compared with actual loads

Estudio de las distribuciones tensionales y de las resistencias de los rellenos de pasta de la mina subterránea de Aguas Teñidas (Huelva)

This thesis presents the study carried out at an underground mine to understand the stress distribution in the paste fills and to calculate the stability of the paste walls in the primary and secondary stopes. The mine is operated using sublevel stopes and fan blasting. The primary and secondary stopes are 20m wide, 30m high and between 20 and 60m long. Three-dimensional numerical models designed with the FLAC 3D software programme are used to study the distribution of the vertical stresses in the paste walls exposed in the primary and secondary stopes, and their evolution as the mining advance increases. The numerical models have demonstrated that an arc-like effect is produced in the paste fills of the primary stopes, that is, those which have either lateral walls in mineral or rock. This effect relieves the vertical stresses and increases the stability of the exposed paste wall fill. From the study, it is deduced that in this type of stope, the fill stability can be calculated using the formula established by Mitchell, (Mitchell, Olsen, and Smith 1982, 14-28). Based on the results of the numerical models, in the 30m high secondary stopes, the arc effect starts to be evident only in paste walls with a width/height ratio lower than 0.7. 3-D calculations show that the use of Mitchell formula may be risky when estimating the fill stability in secondary stopes. Therefore, in these cases, the traditional two-dimensional method for calculating the stability of vertical slopes on cohesive saturated soils in the short term should be used. However this method may give conservative results for paste walls in secondary stopes with a width/height ratio below 0.5. RESUMEN Esta Tesis presenta el estudio realizado en la mina subterránea de Aguas Teñidas (Huelva, España) para comprender la distribución de tensiones en los rellenos de pasta y calcular la estabilidad de las paredes de pasta en las cámaras primarias y secundarias. El método de explotación utilizado en esta mina es el de cámaras con subniveles y voladura en abanico. Las cámaras primarias y secundarias tienen una anchura de 20 m, una altura de 30 m y una longitud variable entre 20 y 60 m. Mediante modelos numéricos tridimensionales realizados con el programa FLAC 3D se ha estudiado la distribución de las tensiones verticales en las paredes de pasta que quedan expuestas en las cámaras primarias y secundarias, y su evolución a medida que aumenta la superficie explotada. La modelización numérica ha puesto de manifiesto que se produce efecto arco en los rellenos de pasta de las cámaras primarias, o sea, aquellas que tienen ambos hastiales en mineral o en roca. Este efecto aligera las tensiones verticales y aumenta la estabilidad del relleno de la pared de pasta expuesta. De acuerdo con los resultados de los modelos numéricos, en las cámaras secundarias de 30 m de alto, el efecto arco empieza a manifestarse solamente en las paredes de pasta de relación anchura/altura menor de 0,7. Los cálculos realizados en tres dimensiones indican que la fórmula de Mitchell (Mitchell, Olsen, y Smith 1982, 14-28) puede resultar arriesgada para estimar la estabilidad del relleno en este tipo de cámaras. Por consiguiente, se recomienda utilizar en estos casos el método que tradicionalmente se ha empleado para calcular la estabilidad de taludes verticales en suelos cohesivos a corto plazo, en dos dimensiones. Aunque este método puede resultar conservador para paredes de pasta de cámaras secundarias con una relación anchura/altura inferior a 0,5. Para usar relleno de pasta para el sostenimiento en minería subterránea hay que tener en cuenta el cálculo de los parámetros de diseño, optimización de la mezcla, cualidades de bombeo y la operación de transporte al interior de la mina. Los gastos de ésta operación minera son importantes ya que pueden representar hasta de 20%.

Amino acid epimerization dating of coastal neotectonic processes in southeastern Iberian Peninsula: the region between Aguas and Antas river mouths

The coastal area between the mouths of the Aguas and Antas Rivers presents a deformed system of raised marine deposits, some of which have been strongly affected by active tectonics. The use of amino acid epimerization dating of Glycymeris shells from raised coastal deposits allowed determining the age of these marine deposits, all of them linked to highstand sea levels in the Mediterranean realm, with ages between MIS 11 and MIS 1. These results allowed corroborating the age of some previously studied sites, and using new sampling sites, the general aminostratigraphy for the Quaternary raised marine deposits on the Mediterranean coast was confirmed. The main deformation event took place after MIS 11 and continued until MIS 5, and was linked to the activity of the Palomares Faul

Stability test of modified repair options for San Pedro Breakwater, Los Angeles, California : coastal model investigation /

"July 1986."