Protein content of Calanus finmarchicus from the North Atlantic collected during Maria S. Merian cruise MSM26 in spring 2013

For the determination of water-soluble protein content of C. finmarchicus of the different stations the Qubit® Protein Assay Kit (Invitrogen) was used. Analysis was performed with extracts of 10 copepods. Working solution was prepared with Qubit® protein reagent and Qubit® protein buffer (1:200). 190 µL working solution was pipetted into each well of a micro plate and 10 µL of sample or Qubit® protein standard (0, 200 and 400 ng/µL) was added. Solutions were mixed and incubated for 15 min at room temperature. Measurements were conducted with a micro plate reader (TriStar LB 941, Berthold Technologies) at 485 nm excitation and 590 nm emission, using the software MikroWin2000 (Berthold Technologies).

Seawater samples along several inshore-offshore transects off NW Africa and SE Africa

For the optimal use in palaeoceanographic studies of the stable oxygen isotopic signal and elemental composition of the calcareous photosynthetic dinoflagellate Thoracosphaera heimii, it is essential to gain detailed information about its calcification depth and spatial distribution. We therefore studied the vertical and horizontal distribution patterns of T. heimii in the upper water column (0-200 m) along three transects: an inshore-offshore gradient off Cape Blanc (CB), a south-north transect from CB to the Portuguese coast and a north-south transect off Tanzania. We compared concentrations of living cysts (cells with cell content) with chlorophyll-a, salinity and temperature measurements at the sampling depth. In order to explore the seasonal variability in cyst production, three transect off CB were sampled at three different times of the year. Living T. heimii cysts were found in the upper 160 m of the water column with highest concentrations in the photic zone indicating that the calcification of T. heimii occurs in the upper part of the water column. Maximal abundances of living cysts were found relatively often in or just above the deep chlorophyll maximum (DCM), the depth of which varies regionally from about 20-40 m off CB to about 80 m off Tanzania and along the transect from CB to the Portuguese Coast. However, there was no significant correlation at the 95% confidence level between the cyst concentrations and temperature, salinity and chlorophyll-a concentrations at the sampling depths observed. In both the Atlantic and Indian Oceans, the highest abundances of T. heimii were observed in regions where the upper water masses contained relatively low nutrient concentrations that are influenced only sporadically, or not at all, by enhanced photic zone mixing related to the presence of upwelling cells or river outflow plumes at or close to the sampling sites. The seasonal production of cysts by T. heimii appears to be negatively related to the presence of upwelling filaments across the sampling sites. Our study suggests that turbulence of the upper water masses is a major environmental factor influencing T. heimii production.

Annotated record of the detailed examination of Mn deposits from R.R.S. "Discovery" Cruise 2 stations

This report gives a comprehensive general description of the scientific activities of Cruise 2 of R. R. S. 'Discovery'. These were largely geological and geophysical and were part of the British contribution to the International Indian Ocean Expedition. In addition to the thirteen geophysicists and geologists on board, there were five scientists involved in ocean chemistry, temperature measurements and ornithology making continuous observations - their accounts are also included. The report of a geological expediton ashore in the Seychelles is given in section 6.

Moiré-Fourier deflectometry for local heat transfer measurement over a backward-facing step

This paper explores the possibility of using the Moire-Fourier deflectometry for measuring the local heat transfer coefficient inside small confined flows (micro-channels) and their relevance for checking theoretical models. This optical technique, supplemented with a digital image processing method of fringes, is applied for studying the local heat transfer over a backward facing step. The experimental results are compared with numerical results obtained from a commercial code, which has been contrasted with relevant solutions from the literature and bulk fluid temperature measurements at the inlet and outlet sections. In order to show the possibilities of the experimental technique, the influence of assuming an adiabatic wall on the numerical heat-transfer model is examined and the degree of agreement is discussed. As a result, the paper shows that the proposed Moiré-Fourier technique is a simple experimental setup suitable for temperature measurements with an accuracy similar to the thermocouples but with a spatial resolution near 0.01 mm.Moiré-Fourier deflectometry for local heat transfer measurement over a backward-facing step

Caracterización no destructiva del proceso de curado en materiales cementicios

La calidad del hormigón prefabricado se determina mediante ensayos de rotura a compresión en probetas transcurridos los 28 días de curado, según establece la EHE-08. Sin embargo, en la plantas de prefabricados es necesario además saber cuándo el hormigón está listo para ser procesado (destensado, cortado, trasladado), por lo que es necesario hacer ensayos de resistencia a la compresión entre las 48 y 72 horas, este tiempo se determina a partir de la experiencia previa adquirida y depende de las condiciones de cada planta. Si las probetas no han alcanzado el valor establecido, normalmente debido a un cambio en las condiciones climatológicas o en los materiales utilizados como el tipo de cemento o agregados, la solución adoptada suele ser dejar curar el material más horas en la pista para que alcance la resistencia necesaria para ser procesado. Si sigue sin alcanzarla, lo cual sucede muy ocasionalmente, se intenta analizar cuál ha sido el motivo, pudiéndose tirar toda la producción de ese día si se comprueba que ha sido un fallo en la fabricación de la línea, y no un fallo de la probeta. Por tanto, esta metodología de control de calidad, basada en técnicas destructivas, supone dos tipos de problemas, costes y representatividad. Los métodos no destructivos que más se han aplicado para caracterizar el proceso de curado del hormigón son los ultrasónicos y la medida de la temperatura como se recoge en la bibliografía consultada. Hay diferentes modelos que permiten establecer una relación entre la temperatura y el tiempo de curado para estimar la resistencia a compresión del material, y entre la velocidad de propagación ultrasónica y la resistencia. Aunque estas relaciones no son generales, se han obtenido muy buenos resultados, ejemplo de ello es el modelo basado en la temperatura, Maturity Method, que forma parte de la norma de la ASTM C 1074 y en el mercado hay disponibles equipos comerciales (maturity meters) para medir el curado del hormigón. Además, es posible diseñar sistemas de medida de estos dos parámetros económicos y robustos; por lo cual es viable la realización de una metodología para el control de calidad del curado que pueda ser implantado en las plantas de producción de prefabricado. En este trabajo se ha desarrollado una metodología que permite estimar la resistencia a la compresión del hormigón durante el curado, la cual consta de un procedimiento para el control de calidad del prefabricado y un sistema inalámbrico de sensores para la medida de la temperatura y la velocidad ultrasónica. El procedimiento para el control de calidad permite realizar una predicción de la resistencia a compresión a partir de un modelo basado en la temperatura de curado y otros dos basados en la velocidad, método de tiempo equivalente y método lineal. El sistema inalámbrico de sensores desarrollado, WilTempUS, integra en el mismo dispositivo sensores de temperatura, humedad relativa y ultrasonidos. La validación experimental se ha realizado mediante monitorizaciones en probetas y en las líneas de prefabricados. Los resultados obtenidos con los modelos de estimación y el sistema de medida desarrollado muestran que es posible predecir la resistencia en prefabricados de hormigón en planta con errores comparables a los aceptables por norma en los ensayos de resistencia a compresión en probetas. ABSTRACT Precast concrete quality is determined by compression tests breakage on specimens after 28 days of curing, as established EHE-08. However, in the precast plants is also necessary to know when the concrete is ready to be processed (slack, cut, moved), so it is necessary to test the compressive strength between 48 and 72 hours. This time is determined from prior experience and depends on the conditions of each plant. If the samples have not reached the set value, usually due to changes in the weather conditions or in the materials used as for example the type of cement or aggregates, the solution usually adopted is to cure the material on track during more time to reach the required strength for processing. If the material still does not reach this strength, which happens very occasionally, the reason of this behavior is analyzed , being able to throw the entire production of that day if there was a failure in the manufacturing line, not a failure of the specimen. Therefore, this method of quality control, using destructive techniques, involves two kinds of problems, costs and representativeness. The most used non-destructive methods to characterize the curing process of concrete are those based on ultrasonic and temperature measurement as stated in the literature. There are different models to establish a relationship between temperature and the curing time to estimate the compressive strength of the material, and between the ultrasonic propagation velocity and the compressive strength. Although these relationships are not general, they have been very successful, for example the Maturity Method is based on the temperature measurements. This method is part of the standards established in ASTM C 1074 and there are commercial equipments available (maturity meters) in the market to measure the concrete curing. Furthermore, it is possible to design inexpensive and robust systems to measure ultrasounds and temperature. Therefore is feasible to determine a method for quality control of curing to be implanted in the precast production plants. In this work, it has been developed a methodology which allows to estimate the compressive strength of concrete during its curing process. This methodology consists of a procedure for quality control of the precast concrete and a wireless sensor network to measure the temperature and ultrasonic velocity. The procedure for quality control allows to predict the compressive strength using a model based on the curing temperature and two other models based on ultrasonic velocity, the equivalent time method and the lineal one. The wireless sensor network, WilTempUS, integrates is the same device temperature, relative humidity and ultrasonic sensors. The experimental validation has been carried out in cubic specimens and in the production plants. The results obtained with the estimation models and the measurement system developed in this thesis show that it is possible to predict the strength in precast concrete plants with errors within the limits of the standards for testing compressive strength specimens.

Applications of EPR with an Emphasis on Tau Fibril Structure

Substances containing unpaired electrons have been studied by electron paramagnetic resonance (EPR) for nearly 70 years. With continual development and enhancement of EPR techniques, questions have arisen regarding optimum method selection for a given sample based on its properties. In this work, radiation defects, natural lattice defects, solid organic radicals, radicals in solution, and spin-labeled proteins were analyzed using CW, pulse, and rapid scan EPR to compare methods. Studies of solid BDPA, EOe in quartz, Ns0 in diamond, and a-Si:H, showed that rapid scan could overcome many obstacles presented by other techniques, cementing rapid scan as an effective alternative to CW and pulse methods. Relaxation times of six nitroxide radicals were characterized from 0.25-34 GHz, guiding synthesis of improved nitroxides for in vivo imaging experiments. Processes contributing to T1 of DPPH in polystyrene were found through variable temperature measurements at X- and Q-band, resolving previously-reported discrepancies in relaxation properties and providing new insight into this commonly-used standard. In the history of EPR, the study of proteins is relatively new. Double electron-electron resonance (DEER) has emerged as a powerful technique for the study of amyloid fibrils, a class of protein aggregates implicated in a number of neurodegenerative disorders. Microtubule-associated protein tau forms fibrils linked to Alzheimerfs disease through seeded conversion of monomer. Self-assembly is mediated by the microtubule binding repeats in tau, and there are either three or four repeats present depending on the isoform. DEER was used to show that filaments of 3R and 4R tau are conformationally distinct and that 4R fibrils adopt a heterogeneous mixture of conformations. Populations of 4R fibril conformations, which were independently validated using a model system, can be modulated by introduction of mutations to the primary sequence or by varying fibril growth conditions. These findings provided unprecedented insights into the seed selection of tau monomers and established conformational compatibility as an important driving force in tau fibril propagation. Lastly, DEER acquisition was improved through addition of paramagnetic metal to spin-labeled protein, decreasing collection time, and through use of a novel spin label with increased T2, thereby lengthening the available acquisition window.

A new method of calibrating thin film gauge backing materials.

Mode of access: Internet.

Calibration of liquid-in-glass thermometers /

See errata sheet at end of item.

Drift and endurance testing of chromel/alumel, W-5 Re/W-26 Re, and Mo/W-26 Re thermocouples at 1950F to 2000F for 10,000 hours.

"Contract AT(30-1)-2789."

Resistance thermometer for heat transfer measurement in a shock tube,

Army Ordinance contract no. DA-04-495-Ord-19.

The measurement of high temperatures,

"Mr. Burgess has rewritten anew the whole book, so that it is no longer a translation, but an original work."

Thermometer and pyrometer /

Includes bibliographical references.