Variabilidade espacial de atributos dendrométricas do eucalipto e de um neossolo quartzarênico a partir da aplicação de calcário ou lama de cal + oxyfertil

Pós-graduação em Agronomia - FEIS

5a-Butyl-1,3,8,10-tetra-chloro-7,13-bis-(4-nitro-benzo-yl)-5a,6a,12a,12b-tetra-hydro-7H,13H-thieno[2,3-b:4,5-b']bis-(1,4-benzoxazine)

The title compound, C(34)H(24)Cl(4)N(4)O(8)S, is a linear penta-cyclic system formed of two substituted benzoxazinyl groups fused to 2-n-butyl-tetra-hydro-thio-phene. The oxazine ring, which is fused to the n-butyl-substituted side of the thio-phene ring, is in a boat conformation. The other fused oxazine ring and the tetra-hydro-thiene ring are each in an envelope conformation. The bridgehead C atom alpha to both the S and N atoms forms the flap of each envelope. This results in a twist of the penta-cyclic system such that the dihedral angle between the terminal dichloro-benzene rings is 82.92 (8)°. In the crystal, inversion-related mol-ecules form a weakly hydrogen-bonded dimer, with two C-H⋯O inter-actions between an H atom on the oxazine ring and an amide O atom. Additionally, C-H⋯O inter-actions occur between an H atom on a screw-related nitro-benzene ring and an O atom on the nitro-benzene ring of one mol-ecule. One of the Cl atoms and the butyl group are disordered over two sets of sites with occupancy ratios of 0.94 (2):0.06 (2) and 0.624 (4):0.376 (4), respectively.

Evaluating northern hardwood management using retrospective analysis and diameter distributions

Northern hardwood management was assessed throughout the state of Michigan using data collected on recently harvested stands in 2010 and 2011. Methods of forensic estimation of diameter at breast height were compared and an ideal, localized equation form was selected for use in reconstructing pre-harvest stand structures. Comparisons showed differences in predictive ability among available equation forms which led to substantial financial differences when used to estimate the value of removed timber. Management on all stands was then compared among state, private, and corporate landowners. Comparisons of harvest intensities against a liberal interpretation of a well-established management guideline showed that approximately one third of harvests were conducted in a manner which may imply that the guideline was followed. One third showed higher levels of removals than recommended, and one third of harvests were less intensive than recommended. Multiple management guidelines and postulated objectives were then synthesized into a novel system of harvest taxonomy, against which all harvests were compared. This further comparison showed approximately the same proportions of harvests, while distinguishing sanitation cuts and the future productive potential of harvests cut more intensely than suggested by guidelines. Stand structures are commonly represented using diameter distributions. Parametric and nonparametric techniques for describing diameter distributions were employed on pre-harvest and post-harvest data. A common polynomial regression procedure was found to be highly sensitive to the method of histogram construction which provides the data points for the regression. The discriminative ability of kernel density estimation was substantially different from that of the polynomial regression technique.

Pollen profiles from 8 sediment cores from the Degersee, Southern Germany

The discovery of a neolithic pile field in the shallow water near the eastern shore of the Degersee confirmed earlier palynological and sedimentological studies stating that early man was active in the region since more than 6000 years. The already available off-site data were freshly assessed, completed by additional data from old and new cores and the interpretations revised. A common time scale for the off-site data and the on-site data was obtained by AMS dating of terrestrial macro remains of the neolithic section of off-site core De_I+De_H. The ages can thus be parallelled with AMS ages of construction timber on-site. Pollen analyses from all cores provide a further time scale. The continuously and densely sampled pollen profile of the profundal zone embracing the entire Late glacial and Holocene serves as a reference. From the Boreal onwards the relative ages are transformed by AMS ages and varve counts into calibrated and absolute. A transect cored close to the neolithic pile field across the lake marl-platform demonstrates its geological architecture in the shallow water since the Lateglacial. Studies of the microfabric of thin sections of drilled cores and of box cores from the excavations demonstrate that neolithic settlements now at 2-3,5 m water depth had been erected on lake marl freshly fallen dry, thus indicating earlier lake levels dropped by 1.5-2 m. The neolithic section of the highly resolved off-site profile in the lake=s profundal zone has laminated and calcareous zones alternating with massive ones. Assemblages of diatoms and concentrations of trace elements changing simultaneously characterise the calcareous sections as deposits of low lake levels that lasted between some 40 and more than 300 years. The ages of discovered lake shore dwellings fall into calcareous segments with low lake levels. From the end of the Upper Atlantic period (F VII) appear Secondary Forest Cycles in the beech forest, a man-made sequence of repeated vegetational development with an identical pattern: With a decrease of beech pollen appear pollen of grasses, herbs and cultural indicators. These are suppressed by the light demanding hazel and birch, those again by ash, and finally by the shade demanding beech forming a new pollen peak. Seven main Forest Cycles are identified In the upper Neolithic period each comprising some 250, 450 or 800 years. They are subdivided into subcycles that can be broken down by very dense sampling in even shorter cycles of decadal length. Farming settlers have caused minor patchy clearances of the beech-mixed-forest with the use of fire. The phases of clearance coincide with peaks of charcoal and low stands of the lake levels. The Secondary Forest Cycles and the continuous occurrence of charcoal prove a continued occupation of the region. Together with the repeated restoration of the beech climax forest they point to pulsating occupation probably associated with dynamic demography. The synchronism of the many palynological, sedimentological and archaeological data point to an external forcing as the climate that affects comprehensively all these proxies. The fluctuations of the activity of the sun as manifested in the residual d14C go largely along with the proxies. The initial clearances at the begin of the forest cycles are linked to low lake levels and negative values of d14C that point to dry and warm phases of a more continental climate type. The subcycles exist independent from climatic changes, indicating that early man acted largely independent from external forces.

Diagnóstico de la seguridad en los aprovechamientos forestales a partir de registros empresariales, bases de datos oficiales y muestreos de campo: propuestas de actuación

Desde 1995, el derecho internacional se ha integrado en el ordenamiento jurídico español en lo referente a seguridad y salud. Sin embargo, la situación de la seguridad en los aprovechamientos forestales no ha mejorado notablemente, puesto que se detectan frecuentes casos de personal trabajando sin equipo de protección e incumpliendo las instrucciones de trabajo seguro, y son abundantes las referencias a una elevada accidentalidad. Para evaluar estos aspectos, primeramente se han comparado y valorado los datos de accidentalidad de los taladores de una empresa de referencia con los de los sectores agrario y de la construcción a través de las estadísticas nacionales y con los datos depurados del sector forestal a partir de la base de datos de declaración electrónica de accidentes de la C.A. de Castilla y León. En segundo lugar, se han identificado las deficiencias en materia de prevención, diseñando para ello una encuesta que se ha llevado a cabo en 35 aprovechamientos de Castilla y León. Posteriormente, se ha verificado que la reducción de la accidentalidad en la empresa de referencia se debe a la aplicación del plan de prevención. Se han caracterizado los riesgos en los que habían incurrido los taladores y se han descrito las medidas adoptadas para la reducción de los accidentes en la empresa estudiada, lo que ha conducido a una serie de recomendaciones para reducir la accidentalidad. Por otro lado se han analizado las causas de los picos de accidentalidad detectados. Como conclusión, se puede reducir sensiblemente la accidentalidad sólo si la empresa integra la política de prevención como un objetivo más de la gestión empresarial, en todos los niveles de su organización, acompañando las herramientas técnicas con formación temprana y motivación adecuada. Palabras clave: aprovechamientos forestales, riesgos laborales, prevención, trabajador forestal, accidentalidad, incidencia, gravedad. From 1995, Spanish safety legislation has been adapted to the Internationa! framework. However, operationally the situation is not so good, at least in the wood harvesting activity. Some forest workers are still found not wearing the compulsory safety equipment, working without respecting safety rules and references to high accidents rates are frequent. To assess those aspects, firstly some comparisons have been made between the accident records in a reference company and the accident indexes at national and regional level for building and farming activities. Secondly, using a purpose-designed questionnaire applied to 35 logging worksites in Castilla y Leon Region, deficiencies in prevention have been identified. The relation between the accident reduction and the prevention methods used by the reference studied company has been confirmed. Also the main causes and peaks of the accidents have been analyzed. Finally, some recommendations to reduce the risk of accidents in harvesting operations are provided. The main conclusion confirms that the possibility of reducing the accident risk is conditioned to the commitment of all the staff of the timber harvesting company, at every level of responsibility, to search for excellence in safety as one more entrepreneurial goal. This fact should be accompanied by the staff early training and the adequate motivation means. Keywords: logging, labor risk, safety and health, prevention, logging workers, accident incidence, accident severity.

Evaluación de la madera estructural para la rehabilitación de las Naves Cros (Valencia, España) por medio de diferentes técnicas no destructivas

El proyecto de rehabilitación de una de las naves del complejo fabril de la industria química ?CROS? en Valencia se llevó a cabo con el criterio de mantener, en la medida de lo posible, los elementos estructurales presentes en la nave. Con este objetivo se realizaron una serie de ensayos no destructivos (END) in situ. Estos ensayos permitieron evaluar la calidad de la madera, determinar qué elementos estructurales debían ser sustituidos y comprobar la aptitud de los que iban a ser reutilizados. Los END empleados en este estudio fueron los siguientes: (1) Identificación de la especie por técnicas anatómicas, (2) Clasificación resistente por método visual, (3) Estimación de humedad por la técnica de resistencia eléctrica; (4) Obtención de velocidades de propagación ultrasónicas (5) Resistógrafía y (6) Alteración de la propagación de ondas electromagnéticas por medio de Georradar. Para la calibración de estos END se tomó una muestra de piezas y se hicieron ensayos destructivos bajo condiciones controladas en laboratorio. En el trabajo que aquí se presenta se muestra la metodología empleada durante el proceso de toma de datos, de análisis de resultados y de cruce de la información obtenida a partir de cada uno de los ensayos hasta llegar a un diagnóstico para los elementos analizados. The assessment of structural timber was requested in the rehabilitation project of the Naves of the chemical industry "CROS". The criterion was to maintain as much as possible timber of the structure and to make only partial replacements. In order not to damage the existing structure and to assess the quality of the existing timber, a series of non-destructive testing (NDT) in the entire structure were performed: (1) Identification of the species by anatomical techniques, (2) Strength grading by visual method, (3) Estimation of moisture content by the technique of electrical resistance, (4) Acquisition of ultrasonic propagation velocities (5) Resistography and (6) Record of the propagation of electromagnetic waves by means of Ground-penetrating radar. Following, a sample group was chose to carry out destructive testing in the lab and compare the NDT results with those obtained with the standard UNE-EN408 (modules of strength, stiffness and density). In the present work, the results provided by each of the NDT techniques are detailed and above all, what is more important, the validity of these after they have been contrasted with the destructive standard tests.

Desarrollo de metodología para la determinación de los coeficientes de fricción estático y dinámico de diferentes especies de madera

En el presente trabajo se desarrolla una metodología para poder determinar los coeficientes de fricción tanto estático como dinámico aplicable a diferentes especies de madera. Para desarrollar dicha metodología se utilizan las instalaciones que posee la Plataforma de Enxeñería da Madeira Estructural (PEMADE) donde hay una mesa que permite la realización de ensayos de rozamiento. Se realizan ensayos utilizando una especie de madera muy usada en estructuras como es la Picea abies (L) Karst. La humedad de la madera es del 12%, ya que según indica la actual norma UNE-EN 408, los ensayos para la determinación de las propiedades físicas y mecánicas de la madera estructural se deben de hacer con ese contenido de humedad. Finalmente, decir que este trabajo de investigación sienta las bases para realizar posteriores campañas de ensayos con esta base metodológica que permitan, para diferentes especies de madera y humedades, obtener rangos de valores de los coeficientes de rozamiento estático y dinámico para las principales especies de madera de uso estructural. This research develops a methodology to determine the coefficients of both static and dynamic friction apply to different species of wood. To develop such a methodology is used the installations owned by the Plataforma de Enxeñería da Madeira Estructural (PEMADE) where there is a table that allows testing of friction. Tests are carried out using a wood species normally used in structures such as Picea abies (L) Karst. The wood moisture content is 12%, and that, according to the current UNE-EN 408 norm, the tests for determining the physical and mechanical properties of structural timber should do with that moisture content. Finally, it can say that this research provides the basis for subsequent test campaigns with this methodological basis to obtain, for different wood species and moisture, the ranges of values of the coefficients of static and dynamic friction for major wood species for structural use.

Influencias de los barnices incoloros en las propiedades superficiales de las maderas de construcción

En esta Tesis se cuantifica la variación cromática que producen los barnices en el color de los diferentes tipos de maderas de construcción, obteniendo un modelo matemático de predicción de color de la madera. Se analizan las prestaciones de dieciséis barnices, supuestamente incoloros, aplicados sobre veinte tipos de maderas, angiospermas y gimnospermas, de distintas densidades y latitudes. Ambos materiales son de uso frecuente en el ámbito de la construcción y de fácil localización en las tiendas y almacenes de ambos sectores. Se utilizan técnicas de descomposición cromática, mediante el empleo de microscopio óptico de reflexión, para poder obtener un abanico gráfico de histogramas con valores numéricos de luminosidad y composición cromática, y de esta forma comprobar que los supuestos barnices que se venden como incoloros, no son totalmente incoloros sino que muestran tendencias a virar hacia alguno de los colores básicos. En el proceso experimental de la Tesis, se aplican 16 barnices sobre 20 tipos de maderas, obteniéndose los histogramas de las campañas de fotografías realizadas con cinco años de diferencia, obteniéndose no solo la variación de color que producen los barnices sobre el original de la madera, sino además la influencia de un envejecimiento a los cinco años. La Tesis relaciona el tipo de barniz idóneo para cada tipo de madera, de modo que produzca la menor variación cromática. La Tesis además obtiene un modelo matemático que permite predecir el color final de la madera tratada en función del color inicial de la madera sin barnizar. Se propone en esta Tesis una recomendación de los productos a utilizar en cada uno de los tipos de madera en base a su color inicial. This Thesis quantifies the chromatic variation caused by varnishes in the colour of different types of timbers, obtaining a mathematical model for predicting the timber’s colour. The performance of sixteen varnishes, supposedly colourless, is analysed, applied on twenty types of timber, angiosperms and gymnosperms, of different densities and latitudes. Both materials are of frequent use in the construction field and easily located in the stores and warehouses of both sectors. Chromatic decomposition techniques are used, through the utilization of a reflection optical microscope, in order to obtain a graphic range of histograms with numerical values of luminosity and chromatic composition, and this way confirm that the alleged varnishes sold as colourless are not completely colourless but are prone to shift towards one of the basic colours. During the Thesis’ experimental procedure 16 varnishes are applied on 20 types of timber, obtaining the colour histograms of the photography campaigns carried out with a five years difference, resulting in not only the colour variation caused by the varnishes on the original timber, but also the influence of its ageing five years later. The Thesis links the right type of varnish for each kind of timber, so that as little chromatic variation as possible occurs. The Thesis obtains as well a mathematical model, which makes it possible to predict the final colour of the treated timber depending on the original colour of the timber with no varnish. This Thesis proposes a recommendation of the products to use on each type of timber on the basis of its original colour.

Dimensionamiento de cimentaciones profundas mediante pilotes : Aplicación a la autovia noroeste de Murcia

Este proyecto tiene por objetivo la realización de un análisis comparativo de la normativa española existente para el cálculo de la carga de hundimiento de cimentaciones mediante pilotes, viendo el contenido de cada una de ellas y aplicándolo a un caso práctico. Inicialmente se realiza un planteamiento general del modo de cálculo de la carga de hundimiento de los pilotes desde el punto de vista estático. A continuación se recoge la formulación existente en el Código Técnico de la Edificación (CTE), en las Recomendaciones para Obras Marítimas y Portuarios (ROM 05-05) y en la Guía de Cimentaciones en Obras de Carretera (GCOC) viendo de donde se extraen las fórmulas empleadas en ellas. Para pasar a realizar un análisis comparativo de ellas con la ayuda de distintos gráficos y viendo la relación que presentan unos códigos con otros tanto para suelos granulares como cohesivos y pilotes hincados y excavados, que es lo que distinguen los tres códigos generalmente. Por último, se realiza un análisis comparativo de los resultados obtenidos para la cimentación de tres viaductos de la autovía Noroeste de Murcia realizando un análisis económico de esta cimentación. ABSTRACT The aim of this project is to develop a comparative analysis of the actual Spanish regulations for the calculation of sinking’s load of foundation design based on timber piles, observing the contents of each and every one of them an applying it to a real and practical situation. To begin with, a general proposal is made from calculation the sinking load of the timber piles from the static point of view. Next, the actual formulation is gathering in “Código Técnico de la Edificación” (CTE), “Recomendaciones para Obras Marítimas y Portuarias” and “Guía de Cimentaciones en Obras de Carretera”, observing where the applied formulas are calculated from. Thereupon, a coparativeanalysis of them is carry out with the help of different graphics and facing the connections from some codes to anothers, not only for granular but for cohesive surface, and for drilling and digging out piles, that’s what generally distinguishes among for three codes. Finally, a comparative analysis of obtained results is carry out for the foundation of the three viaducts of Murcia’s NorthWest motorway, accomplishing economical analysis of this foundation.

Forestry publication.

No. 53. Survey of forest plantations of Ottawa, Sandusky, and Seneca Counties, Ohio.--no. 54. Survey of forest plantations of Erie and Huron Counties.--no. 55. Survey of forest plantations of Mercer, Allen, Auglaize, and Shelby Counties, Ohio.--no. 56. Survey of forest plantations of Lorain and Medina Counties.--no. 57. Survey of forest plantations of Wayne County, Ohio.-- no. 58. Survey of forest plantations of Wyandot, Hardin, Marion, Logan, Union and Champaign Co.--no. 59. Forest resources of Preble County, Ohio. no. 62. Survey of forest plantations of Crawford and Morrow Counties.--no. 63. Survey of forest plantations of Franklin and Delaware Counties.--no. 64. Survey of forest plantations of Butler, Hamilton, Warren and Clermont Counties.--no. 65. Forest resources of Wayne County, Ohio. no. 68. Forest resources of Lorain County, Ohio.--no. 69. Forest resources of Medina County, Ohio.--no. 71. Ohio forest survey. A manual of procedure.--no. 73. Fires today and poverty tomorrow.--no. 74. Laws of Ohio relating to forest fires.--no. 75. Twenty-year plan for establishing a more adequate system of state forests and forest parks in Ohio.--no. 76. Ohio's forest resources. 1944.--no. 80. Growing conifers from seed.

Bulletin /

Issues no. 3-25 have title: Bulletin of Tall Timbers Research Station.

Visual Quality Objectives in douglas-fir forests /

Shipping list no.: 92-0122-P.

Economic issues and lessons arising from the community rainforest reforestation program

A large number of socio-economic research projects have been conducted in north Queensland which have drawn on observations from, or been otherwise inspired by, the Community Rainforest Reforestation Program (CRRP). The research may be considered under the headings of financial performance of farm-grown timber, externalities (or environmental values), impediments to tree planting on farms, analysis of the timber supply chain including timber marketing, and facilitation of forest industry development. This paper summarises a variety of insights generated by the research, on small-scale forestry based on native tree species and on policy measures which may be adopted to promote tree growing on farms in tropical north Queensland.

Evaluation of the influence of visual parameters on wave transmission velocity in sawn chestnut timber

Non-destructive, visual evaluation and mechanical testing techniques were used to assess the structural properties of 374 samples of chestnut (Castanea sativa). The principal components method was applied to establish and interpret correlations between variables obtained of modulus of elasticity, bending strength and density. The static modulus of elasticity presented higher correlation values than those obtained using non-destructive methods. Bending strength presented low correlations with the non-destructive parameters, but there was some relation to the different knot ratios defined. The relationship was stronger with the most widely used ratio, CKDR. No significant correlations were observed between any of the variables and density.