Estabilidade de cultivares de milho em três ecossistemas do Nordeste brasileiro

No decorrer dos anos agrícolas de 1995, 1996 e 1997, doze genótipos de milho (Zea mays, L.) foram avaliados em 75 ambientes do Nordeste brasileiro, distribuídas nos ecossistemas dos Tabuleiros Costeiros, Agreste e Sertão, em blocos ao acaso, com três repetições, visando conhecer a estabilidade de produção desses materiais. As produtividades médias alcançadas foram altas, atestando o potencial do Nordeste brasileiro para a produção do milho. Os Tabuleiros Costeiros se apresentam como uma nova região para exploração competitiva do milho. Os híbridos mostraram melhor adaptação que as cultivares, sobressaindo o BR 3123, com melhor rendimento, apesar de ser mais exigente, nas condições desfavoráveis, nos três ecossistemas. Os híbridos, à exceção do BR 2121, mostraram boa estabilidade de produção nos ambientes considerados (R²>80%). Entre as cultivares de melhor adaptação, apenas a BR 106 mostrou baixa estabilidade nesses ambientes (R²=75%). Para o Nordeste brasileiro, a cultivar BR 5033 se aproximou do genótipo ideal proposto pelo modelo.

Creixement urbà i producció de l'espai a Lleida (1940-1980)

Aquest article té com a objecte establir la relació existent entre les formes materials que adopta el creixement urbi i les caracteristiques del mercat del sòl i del m rcat immobiliari. La proposició inicial de la qual es parteix és l'afirmació e la dependència de les primeres respecte al grau de desenvolupament del mercat; i això en dos aspectes: primer, en l'origen d'una determinada forma urbaba; segon, en la seva posterior evolució. El cas analitzat, el procés de creixement urbà de Lleida en uns anys de gran creixement econòmic -canvi agrícola basat en l'especialització fruitera i en la difusió de les granges d'estabulació ramadera- i demogràfic -41.464 habitants el 1940, 106.814 habitants el 1981- pretén servir per treure unes remarques qenerals, formulades en el present treball com a hipòtesis, que poden orientar aquelles recerques que busquen en les característiques d'una formació social la variable independent que ha de permetre la comprensió d'unes morfologies. El marc eneral de referència és la teoria sobre la "producció de l'espai", encara que matisada i acotada a aquells aspectes que poden ser més rellevants en la comprensió del sorgiment de les formes materials urbanes.

Use of Longitudinal Subdrains in the 3R Program, Progress Report 1, HR-509, 1980

The main consideration for base construction under the pavement, in the design of Iowa's interstate, was structural capacity. The material was dense graded with the aim of supporting the pavement and distributing the load as it is transferred to the underlying grade. The drainage characteristics of the base was apparently not given adequate consideration. On jointed portland cement concrete pavement, the water that is trapped immediately beneath the pavement causes severe problems. The traffic causes rapid movement of the water resulting in the hydraulic pressures or "pumping" (movement and redeposit of base fine material), further resulting in faulting between individual slabs. The objective of this evaluation is to determine if longitudinal subdrains are effective in preventing or reducing pumping, faulting and related deterioration. Results suggest that, based upon the flow from the outlets observed during periodic checks and evidence of water flow at the outlets, it appears that to date the subdrains are effective in draining the subbase and subgrade. Because of the limited data available at this time, however, the pavement condition and faulting results are inconclusive.

Bonded, Thin-Lift, Non-Reinforced Portland Cement Concrete Resurfacing, HR-191, 1980

A Research Project involving two, three, four and five inches of bonded Portland Cement Concrete Overlay on a 1.3 mile Portland Cement Concrete pavement was conducted in Clayton County, Iowa, during September, 1977, centering on the following objectives: 1. Determine the mixing and proportioning procedures required in using a conventional, central mix proportioning plant to produce a dense Portland Cement Concrete mixture using standard mixes with super-water reducing admixtures; 2. Determine the economics, longevity and maintenance performance of a bonded, thin-lift, non-reinforced Portland Cement Concrete resurfacing course using conventional procedures, equipment and concrete paving mixtures both with and without super-water reducing admixtures; 3. Determine if an adequate bond between the existing pavement and an overlay of thin-lift, dense, non-reinforced Portland Cement Concrete can be obtained with only special surface cleaning and no surface removal or grinding.

Field Performance and Evaluation of Slurry Seals, HR-195, 1980

As part of the overall research program of evaluating asphalt emulsion slurry seal as a pavement maintenance material, 31 duplicate 500-ft test sections were constructed on U.S. 6 between Adel and Waukee in Dallas County during September and October of 1978. These test sections included combinations of eight aggregates, two gradings, three asphalt emulsions, two mineral fillers, and a range of emulsion contents determined by laboratory mix designs. The emulsion contents of the test sections varied from 10.3% for Section 7A (Ferguson coarse) to 32.9% for Section 31A (lightweight aggregate). The post-construction performance evaluation of the test sections, consisting primarily of the friction tests and surface appearance observations, was conducted at different time intervals up to 24 months after construction. At the 24-month final evaluation, most of the test sections had carried a total of 1.4 million vehicles.

Evaluation of Fly Ash in Portland Cement Concrete Paving in Woodbury County, Iowa, Final Report, HR-201, 1980

The earliest overall comprehensive work on the use of fly ash in concrete was reported by Davis and Associates of the University of California in 1937. Since that time, there have been numerous applications of the use and varying propertions of fly ash in portland cement concrete mixes. Fly ash is a pozzolanic powdery by-product of the coal combustion process which is recovered from flue gases and is, generally associated with electric power generating plants. Environmental regulations enacted in recent years have required that fly ash be removed from the flue gases to maintain clean air standards. This has resulted in an increased volume of high quality fly ash that is considered a waste product or a by-product that can be utilized in products such as portland cement concrete. There are several sources of the high quality fly ash located in Iowa currently producing a combined total of 281,000 tons of material annually.

Alternate Methods of Stabilizing Degrading Stream Channels in Western Iowa, Phase I, HR-208, 1980

Since the beginning of channel straightening at the turn of the century, the streams of western Iowa have degraded 1.5 to 5 times their original depth. This vertical degradation is often accompanied by increases in channel widths of 2 to 4 times the original widths. The deepening and widening of these streams has jeopardized the structural safety of many bridges by undercutting footings or pile caps, exposing considerable length of piling, and removing soil beneath and adjacent to abutments. Various types of flume and drop structures have been introduced in an effort to partially or totally stabilize these channels, protecting or replacing bridge structures. Although there has always been a need for economical grade stabilization structures to stop stream channel degradation and protect highway bridges and culverts, the problem is especially critical at the present time due to rapidly increasing construction costs and decreasing revenues. Benefits derived from stabilization extend beyond the transportation sector to the agricultural sector, and increased public interest and attention is needed.

Treating Iowa's Marginal Aggregates and Soils by Foamix Process, HR-212, 1980

Quality granular materials suitable for building all-weather roads are not uniformly distributed throughout the state of Iowa. For this reason the Iowa Highway Research Board has sponsored a number of research programs for the purpose of developing new and effective methods for making use of whatever materials are locally available. This need is ever more pressing today due to the decreasing availability of road funds and quality materials, and the increasing costs of energy and all types of binder materials. In the 1950s, Professor L. H. Csanyi of Iowa State University had demonstrated both in the laboratory and in the field, in Iowa and in a number of foreign countries, the effectiveness of preparing low cost mixes by stabilizing ungraded local aggregates such as gravel, sand and loess with asphalt cements using the foamed asphalt process. In this process controlled foam was produced by introducing saturated steam at about 40 psi into heated asphalt cement at about 25 psi through a specially designed and properly adjusted nozzle. The reduced viscosity and the increased volume and surface energy in the foamed asphalt allowed intimate coating and mixing of cold, wet aggregates or soils. Through the use of asphalt cements in a foamed state, materials normally considered unsuitable could be used in the preparation of mixes for stabilized bases and surfaces for low traffic road construction. By attaching the desired number of foam nozzles, the foamed asphalt can be used in conjunction with any type of mixing plant, either stationary or mobile, batch or continuous, central plant or in-place soil stabilization.

Reinforced Earth and Stone Columns for Weak Subsoil Conditions, HR-510, 1980

Reinforced Earth is a French development that has been used in the United States for approximately ten years. Virbro-Replacement, more commonly referred to as stone columns, is an outgrowth of deep densification of cohesionless soils originally developed in Germany. Reinforced Earth has applicability when wall height is greater than about twelve feet and deep seated foundation failure is not a concern. Stone columns are applicable when soft, cohesive subsoil conditions are encountered and bearing capacity and shearing resistance must be increased. The conditions in Sioux City on Wesley Way can be summarized as: (1) restricted right of way, (2) fill height in excess of 25 feet creating unstable conditions, (3) adjacent structures that could not be removed. After analyzing alternatives, it was decided that Reinforced Earth walls constructed on top of stone columns were the most practical approach.

Aspectos morfofisiológicos das cultivares de cafeeiro Catuaí-Vermelho e Conilon

O objetivo deste trabalho foi comparar cafeeiros das espécies Coffea arabica L. cv. Catuaí-Vermelho e C. canephora Pierre cv. Conilon quanto à fotossíntese líquida e a aspectos da anatomia foliar a esta relacionados. Verificaram-se taxas fotossintética líquida, transpiratória e de condutância estomática maiores em plantas de C. canephora. As plantas de C. arabica apresentaram menor eficiência do sistema "antena", e folhas menores, porém mais espessas. As duas espécies diferiram, ainda, quanto ao tipo, dimensões e número dos estômatos presentes na epiderme foliar: paracíticos em C. arabica e actinocíticos em C. canephora, e maiores, mas em menor número, em C. arabica.

Poverty and living arrangements among youth in Spain, 1980-2005

One of the most relevant demographic events in Spain from a recent historical perspective was the baby boom of the 1960s and 1970s. The “adapting to circumstances” of these generations of youth and their families through delayed emancipation and childbearing has been key in preventing a decline in their economic status. The results show that the reduction of the poverty risk among non-emancipated youth for the period 1980-2005 is explained by the fact that an increasing number of young Spaniards live with two employed parents. Thus, emancipation delay is found most in those families that can best afford it. Furthermore, the salaries of young workers remaining in the parental home have become an important factor in reducing their family poverty risk. On the other hand, fertility decline is readily explained by the economic difficulties young couples encounter in sustaining their offspring

Ocorrência de fungos micorrízicos arbusculares em áreas revegetadas após mineração de bauxita em Porto Trombetas, Pará

O objetivo deste trabalho foi avaliar a composição e a diversidade de fungos micorrízicos arbusculares (FMA) em áreas em processo de revegetação na região de Porto Trombetas, PA. Coletaram-se amostras compostas de solo em revegetação com 2, 4, 6, 12 e 16 anos, em subsolo exposto sem vegetação e em floresta primária, nos meses de agosto de 1998 (estação seca) e abril de 1999 (estação chuvosa). Os esporos de FMA foram extraídos e identificados taxonomicamente. Analisou-se a densidade relativa, a freqüência de cada espécie e os índices de Shannon-Wiener e de Simpson. Os resultados indicaram que a densidade de esporos de FMA não diferiu significativamente em razão da estação do ano. O número de espécies foi maior no período seco, na floresta primária e na área revegetada aos 2 anos de idade. Entre as espécies de FMA recuperadas, Glomus macrocarpum e Acaulospora mellea foram as que apresentaram maior ocorrência. A diversidade de espécies de FMA foi mais alta e a dominância de espécies foi mais baixa na área revegetada com 2 anos de idade. O retorno do horizonte superficial orgânico com o plantio de mudas micorrizadas é uma prática eficiente para a produção de esporos em subsolo resultante da mineração de bauxita.

Proceedings of the fiftieth anniversary of the constitution of Iowa : held under the auspices of the State Historical Society of Iowa, 1907

The commemoration of the Fiftieth Anniversary of the Constitution which was adopted by the people of Iowa in 1857 was in itself a notable event. It has become a part of the history of our Commonwealth. The program, which was presented under the auspices of The State Historical Society of Iowa on the nineteenth, twentieth, twenty-first, and twenty-second of March, 1907, at Iowa City, Iowa, in the Hall of Liberal Arts, was carried out fully in every detail.

Repetibilidade de características agroindustriais em cana-de-açúcar

Os objetivos deste trabalho foram estabelecer estimativas de repetibilidade de características agroindustriais em 20 genótipos de cana-de-açúcar, determinar a previsibilidade de cada caráter e indicar a predição do valor verdadeiro de cada clone. O delineamento utilizado foi blocos casualizados, com cinco repetições. Utilizaram-se a análise de variância com dois fatores de variação (cortes e genótipos) e a análise dos componentes principais para estimar o coeficiente de repetibilidade , a partir de três cortes. Foram obtidas estimativas de repetibilidade acima de 0,5 para fibra e toneladas de cana por hectare, em ambos os métodos, com confiabilidade maior que 84% pelo método dos componentes principais. As características que ficaram abaixo de 0,5, com previsibilidade inferior a 74%, necessitam de um maior número de avaliações. Os métodos dos componentes principais e análise de variância indicaram, em cinco cortes, uma previsibilidade maior que 80% para fibra, porcentagem de pol (sacarose) no caldo da cana, toneladas de cana por hectare e toneladas de pol no caldo da cana por hectare, embora o primeiro tenha sido mais eficiente. Considerando toneladas de cana por hectare e toneladas de pol no caldo da cana por hectare, os clones RB9371, RB9350 e RB9364 são os melhores.