Hallazgos en Tarragona

Dentro de la serie de excavaciones que este Seminario de Arqueología ha llevado a cabo en colaboración con la Dirección del Museo Arqueológico, cabe destacar por la importancia y cantidad de los materiales encontrados la realizada el pasado año 1978 en Tarragona capital. Se trata de la excavación de una cisterna de época romana aparecida con motivo de las obras de construcción de un bloque de viviendas en una zona situada en las cercanías del Foro Romano, entre las calles del Dr. Zamenhoff y prolongación de Capuchinos. La cisterna estaba excavada en la roca natural, aprovechando, en parte, una cavidad de la misma. Sus dimensiones eran 4,6 X 4,20 X 2,40 m., y apareció en parte destruida por la acción de las máquinas excavadoras que la pusieron al descubierto. El suelo de la misma tiene un grosor de 10 cm., aproximadamente, y es de opus testaceum. El revoque de las paredes laterales es de opus signinum, con una capa de aislamiento a base de ceniza y cal. Cabe destacar la ausencia del medio toro característico de las construcciones romanas destinadas a contener líquidos. En sus tres cuartas partes apareció rellena de tierra y escombros. De entre los materiales procedentes de su excavación adelantamos el estudio de los fragmentos escultóricos y del monetario.

L'educació permanent: la història d'una idea

El fet de viure i de formar part d'una comunitat suposa, per a les persones que la integren, un procés de socialització i d'aprenentatge continuat. La creació i la transmissió de la cultura d'una generació a l'altra implica unes modalitats d'aprenentatge que transcendeixen el temps i l'espai limitats de l'educació formal, per comprendre pràcticament qualsevol moment i situació de la vida. Així doncs, el concepte de l'educació permanent no és un descobriment pedagògic modern, esta present en la practica de la humanitat des deis seus orígens, i podem trobar referencies sobre aquest tema en les antigues civilitzacions xinesa, índia, grega, al cristianisme, a l'humanisme, al Renaixement, etc. Però és durant el període il·lustrat quan la idea d'una educació per a tothom més enllà de la infància i de l'adolescència s'expressa amb més claredat que en èpoques anteriors.

An illustration of the ALLOC 6B location-allocation analysis system, 1984

The programs included in this Discussion Paper no. 17 are Distance, Unravel, Retrench and Alloc 6B that deal with location-allocation analyses first published in 1973 by the Department of Geography, The University of Iowa.

Ciência da Informação: 32 anos (1972-2004) no caminho da história e horizontes de um periódico científico brasileiro

Análise da revista Ciência da Informação, do IBICT, nas suas qualidades extrínsecas e intrínsecas. As primeiras, relativas à forma, incluem as seções, padrões bibliográficos e sistema de avaliação. As características intrínsecas abrangem a análise de conteúdo dos artigos, a produtividade de autores e padrões de autoria, tendo sido constatada tanto a sua repercussão nacional quanto internacional. O processo evolutivo da Ciência da Informação, na sua transformação para formato eletrônico , potencializou a disseminação e acesso universal à informação. Os resultados demonstram que o periódico Ciência da Informação é um espaço de discussão de temas relevantes e atuais da área, nos seus avanços, contribuindo para a consolidação e expansão da Ciência da Informação no Brasil.

A contribuição da história dos conceitos à ciência da informação: dimensões categórico-abstratas e analítico-causais

A história dos conceitos, embora ainda pouco explorada pela ciência da informação, pode fornecer importantes contribuições para o estudo de conceitos-chave que constituem o quadro teórico-conceitual num contexto científico. Nessa direção, a história dos conceitos é apresentada como uma ferramenta para o estudo da diacronia e da sincronia do conceito científico na ciência da informação. Para tanto, foi mister compreender a intersecção das dimensões categórico-abstratas e analítico-causais, ambas relevantes por serem constitutivas da própria proposição da história dos conceitos elaborada por Reinhart Koselleck.

A Laboratory Evaluation of Asphaltic Concrete Containing Asphadur, MLR-78-2, 1978

This report describes a laboratory evaluation of three asphaltic concrete, plant produced mixtures containing Asphadur. The mixtures represent a type A asphaltic concrete and two type B asphaltic concretes. The type A and one of the type B mixtures were used in pavements and will be evaluated later for durability and serviceability. The second type B mixture was made only for laboratory testing. In each instance, control batches of the same mixtures but without Asphadur were made for comparison. Type A is a high type asphaltic concrete, requires a minimum of 65 percent crushed particles and is generally used for higher traffic volume roads. Type B is used for intermediate or lower traffic volumes and requires a minimum of 30 percent crushed particles.

Development of EDMI Calibration Baseline, HR-241, 1984

Electronic distance measuring instruments (EDMI) are used by surveyors in routine length measurements. The constant and scale factors of the instrument tend to change due to usage, transportation, and aging of crystals. Calibration baselines are established to enable surveyors to check the instruments and determine any changes in the values of constant and scale factors. The National Geodetic Survey (NGS) has developed guidelines for establishing these baselines. In 1981 an EDMI baseline at ISU was established according to NGS guidelines. In October 1982, the NGS measured the distances between monuments. Computer programs for reducing observed distances were developed. Mathematical model and computer programs for determining constant and scale factors were developed. A method was developed to detect any movements of the monuments. Periodic measurements of the baseline were made. No significant movement of the monuments was detected.

Submerged Vanes for Flow Control and Bank Protection in Streams, HR-255, 1984

This study was conducted for the purpose of evaluating a new concept for a bank-protection structure: The Iowa Vane . The underlying idea involves countering the torque exerted on the primary flow by its curvature and vertical velocity gradient, thereby eliminating or significantly reducing the secondary flow and thus reducing the undermining of the outer banks and the high-velocity attack on it. The new structure consists of an array of short, vertical, submerged vanes installed with a certain orientation on the channel bed. A relatively small number of vanes can produce bend flows which are practically uniform across the channel. The height of the vanes is less than half the water depth, and their angle with the flow direction is of the order of l0 degrees. In this study, design relations have been established. The relations, and the vanes' overall performance, have been tested in a laboratory model under different flow and sediment conditions. The results are used for the design of an Iowa-Vane bank protection structure for a section of East Nishnabotna River along U.S. Highway 34 at Red Oak, Iowa.

Perception and Interpretation of Advance Warning Signs on County Roads, HR-256, 1984

This research consisted of five laboratory experiments designed to address the following two objectives in an integrated analysis: (1) To discriminate between the symbol Stop Ahead warning sign and a small set of other signs (which included the word-legend Stop Ahead sign); and (2) To analyze sign detection, recognizability, and processing characteristics by drivers. A set of 16 signs was used in each of three experiments. A tachistoscope was used to display each sign image to a respondent for a brief interval in a controlled viewing experiment. The first experiment was designed to test detection of a sign in the driver's visual field; the second experiment was designed to test the driver's ability to recognize a given sign in the visual field; and the third experiment was designed to test the speed and accuracy of a driver's response to each sign as a command to perform a driving action. A fourth experiment tested the meanings drivers associated with an eight-sign subset of the 16 signs used in the first three experiments. A fifth experiment required all persons to select which (if any) signs they considered to be appropriate for use on two scale model county road intersections. The conclusions are that word-legend Stop Ahead signs are more effective driver communication devices than symbol stop-ahead signs; that it is helpful to drivers to have a word plate supplementing the symbol sign if a symbol sign is used; and that the guidance in the Manual on Uniform Traffic Control Devices on the placement of advance warning signs should not supplant engineering judgment in providing proper sign communication at an intersection.

Snow Removal on Iowa's Secondary Roads, HR-267, 1984

Snow removal on the 90,000 mile Iowa secondary road system is a major concern of county engineers. Rural residents rely almost entirely on motor vehicles for travel. They have come to expect passable roads during all types of weather and as most county engineers know, the public is less tolerant of problems in snow removal than in any other highway department function. To avoid snow removal problems, maintenance personnel begin preparation before the winter maintenance season. The slide tape presentation, "Snow Removal on Iowa's Secondary Roads", was developed to assist in training and retraining maintenance personnel each year prior to winter. The program covers preparation for winter, snow and ice removal, and after storm care of equipment.

Laboratory Study of Slurry Seal Coats, HR-185, Revised, 1978

Extensive programmed laboratory tests involving some 400 asphalt emulsion slurry seals (AESS) were conducted. Thirteen aggregates including nine Iowa sources, a quartzite, a synthetic aggregate (Haydite), a limestone stone from Nebraska, and a Chat aggregate from Kansas were tested in combination with four emulsions and two mineral fillers, resulting in a total of 40 material combinations. A number of meetings were held with the Iowa DOT engineers and 12 state highway departments that have had successful slurry seal experiences and records, and several slurry seal contractors and material and equipment suppliers were contacted. Asphalt emulsion slurry seal development, uses, characteristics, tests, and design methods were thoroughly reviewed in conjunction with Iowa's experiences through these meetings and discussions and through a literature search (covering some 140 articles and 12 state highway department specifications). It was found that, while asphalt emulsion slurry seals (when properly designed and constructed) can economically improve the quality and extend the life of existing pavement surface, experiences with them had been mixed due to the many material, slurry, and construction variables that affect their design, construction, and performance. The report discusses those variables identified during the course of the project and makes recommendations concerning design procedures, design criteria, specifications and the means of evaluating them.

Reducing the Adverse Effects of Transverse Cracking, HR-217, 1984

This research was initiated to identify methods of reducing the occurrence of transverse cracking. Eight (four repetitive) research sections were established to study three variations in the asphalt concrete pavement. The first variation was the comparison of low- and high-temperature-susceptible asphalt cement (AC) from two different sources. The second variable was to saw and seal transverse joints at spacings varying from 40 to 100 ft. The third variable was to increase the AC content in the asphalt treated base by 1 percent. The research sections were constructed with relatively few problems. Crack and joint surveys have been conducted on all research sections at intervals of less than 1 year since construction. No cracking was identified after the first winter season. The sawed joints also remained sealed through the first winter. At an age of approximately 1 1/2 years there was substantial cracking of the high-temperature-susceptible AC sections and substantial failure of the sealant material in the sawed joints. After almost 4 years, the asphalt pavement constructed with the high-temperature-susceptible AC produced a crack interval of 35 ft, the low-temperature-susceptible AC yielded an interval of 170 ft, and the low-temperature-susceptible AC with an increased AC content yielded an interval of 528 ft. The Pen-Vis number is an effective measure of temperature susceptibility of asphalt cements. The frequency of transverse cracking is affected by the temperature susceptibility of the AC. An increased AC content also reduces the frequency of transverse cracking.