Efeito do retardamento da secagem na qualidade fisiológica de sementes armazenadas de azevém anual

O objetivo deste trabalho foi avaliar os efeitos do retardamento da secagem e do armazenamento aberto na qualidade fisiológica de sementes de azevém anual (Lolium multiflorum Lam.), cultivar Comum-RS. Compararam-se períodos de retardamento da secagem (0, 2, 4, 6, 8, 12, 18, 24, 36 e 48 horas) e períodos de armazenamento (0, 4 e 8 meses). Enquanto submetidas aos períodos de retardamento da secagem, 24 kg de sementes ficaram acondicionadas em 18 caixas de poliestireno. A secagem foi realizada sobre piso de concreto, à sombra, por 12 horas, sendo completada em estufa a 35ºC com circulação forçada de ar. As sementes mantiveram o nível inicial de germinação durante os oito meses de armazenamento, mesmo com até 12 horas de retardamento da secagem; entretanto, com seis horas de retardamento, o vigor das sementes foi reduzido aos oito meses de armazenamento, mas se manteve praticamente inalterado aos quatro meses, com até 11 horas de retardamento. Sementes com germinação acima de 70% mantiveram este valor até oito meses de armazenamento, independentemente do período de retardamento da secagem.

Ganho genético decorrente da substituição anual de cultivares de milho

Cultivares de milho (Zea mays) são normalmente substituídas alguns anos após a indicação para cultivo. Os objetivos deste trabalho foram desenvolver e avaliar um teste de hipótese para determinar se as substituições anuais de cultivares, nos ensaios de competição de cultivares indicadas de milho, resultam em ganho genético para produtividade de grãos. Os ensaios de competição de cultivares de milho superprecoce, precoce e normal foram conduzidos nos anos agrícolas de 1998/1999, 1999/2000, 2000/2001 e 2001/2002. O delineamento experimental foi em blocos ao acaso, com três repetições. Cada parcela foi formada por duas fileiras de 5 m de comprimento, com espaçamento de 0,8 m. O ganho genético, quanto à produtividade de grãos, foi estimado pelo método proposto por Vencovsky et al., e a significância verificada pelo teste de hipótese proposto neste trabalho. As substituições anuais de cultivares de milho são dinâmicas e nem sempre resultam em ganho genético para produtividade de grãos.

Totes les vacances són diferents. És més beneficiós fer el descans anual sempre a la mateixa època i recordar-lo

Les vacances, el descans mensual, ens influeixen des del punt de vista psicològic i fisiològic, en vista de dos treballs científics recents que analitzen minuciosament els seus efectes.

Performance of Various Thicknesses of Portland Cement Concrete, HR-9, 30 Year Report, 1981

If adequately designed and high quality material and good construction practices are used, portland cement concrete is very durable. This is demonstrated by the oldest pavement in Iowa (second oldest in the U.S.) paved in 1904, which performed well for 70 years without resurfacing. The design thickness is an important factor in both the performance and cost of pavement. The objective of this paper is to provide a 30-year performance evaluation of a pavement constructed to determine the required design thickness for low volume secondary roadways. In 1951 Greene County and the Iowa Highway Research Board of the Iowa Department of Transportation initiated a four-mile (6.4 km) demonstration project to evaluate thicknesses ranging from 4-1/2" (11.4 cm) to 6" (15.2 cm). The project, consisting of 10 research sections, was formed pavement placed on a gravel roadbed with very little preparation except for redistribution of the loose aggregate. Eight sections were non-reinforced except for centerline tie bars and no contraction joints were used. Mesh reinforcing and contraction joints spaced at 29' 7" (9.02 m) intervals were used in two 4-1/2" (11.4 cm) thick sections. The only air entrained section was non-reinforced. The pavement performed well over its 30-year life carrying a light volume of traffic and did not require major maintenance. There was substantial cracking with average slab length varying directly with thickness. The 4-1/2" (11.4 cm) thick non-air entrained, mesh-reinforced pavement with contraction joints has performed the best.

Mission-Oriented Dust Control and Surface Improvement Processes for Unpaved Roads, HR-194, 1981

Six subject areas prompted the broad field of inquiry of this mission-oriented dust control and surface improvement project for unpaved roads: • DUST--Hundreds of thousands of tons of dust are created annually by vehicles on Iowa's 70,000 miles of unpaved roads and streets. Such dust is often regarded as a nuisance by Iowa's highway engineers. • REGULATIONS--Establishment of "fugitive dust" regulations by the Iowa DEQ in 1971 has created debates, conferences, legal opinions, financial responsibilities, and limited compromises regarding "reasonable precaution" and "ordinary travel," both terms being undefined judgment factors. • THE PUBLIC--Increased awareness by the public that regulations regarding dust do in fact exist creates a discord of telephone calls, petitions, and increasing numbers of legal citations. Both engineers and politicians are frustrated into allowing either the courts or regulatory agencies to resolve what is basically a professional engineering responsibility. • COST--Economics seldom appear as a tenet of regulatory strategies, and in the case of "fugitive dust," four-way struggles often occur between the highway professions, political bodies, regulatory agencies, and the general public as to who is responsible, what can be done, how much it will cost, or why it wasn't done yesterday. • CONFUSION--The engineer lacks authority, and guidelines and specifications to design and construct a low-cost surf acing system are nebulous, i.e., construct something between the present crushed stone/gravel surface and a high-type pavement. • SOLUTION--The engineer must demonstrate that dust control and surface improvement may be engineered at a reasonable cost to the public, so that a higher degree of regulatory responsibility can be vested in engineering solutions.

Transverse Cracking Study of Asphalt Pavement, HR-1020, 1981

At a pavement management study meeting in Omaha, Nebraska, September 12 and 13, 1979, the states of Iowa, Kansas and Nebraska agreed on the need for an in-depth engineering study of thermal cracking of bituminous pavement. In addition, the states of Oklahoma and North Dakota agreed to participate in the study. The scope of the study was to analyze all functions relating to the thermal cracking problem to determine how different uses of preventative materials, mix design measures, maintenance repairs, and design of bituminous pavements and overlays might be contributing to the problem and to determine what improvements might be made in these procedures to reduce the problem of thermal cracking. This publication describes the study and its conclusions. One of the conclusions is that the study did not address what the authors believe to be the major contributor to transverse cracking - the subgrade and subbase.

Erosividade mensal e anual da chuva no Estado de Minas Gerais

Este trabalho objetivou estimar e mapear a erosividade média (EI30) mensal e anual, analisar a distribuição espacial da precipitação, durante o período chuvoso, e identificar zonas similares quanto a EI30 no Estado de Minas Gerais. Foram levantadas séries históricas de precipitação diária de 248 estações climatológicas para estimativa do coeficiente de chuva de Fournier (Rc). Baseado na relação EI30 x Rc, verificada em algumas localidades do Estado, o índice EI30 mensal foi estimado para as 248 estações. A geoestatística foi aplicada no mapeamento dos dados. O Estado de Minas Gerais pôde ser dividido em três zonas, com erosividade anual variando de 5.000 a 12.000 MJ mm ha-1 ano-1 : erosividade média-alta, nas regiões central, nordeste e parte da Zona da Mata; alta, no Triângulo Mineiro (extremo da região), e parte do nordeste e sul do Estado; e muito alta, na maior parte do Triângulo Mineiro, Alto Paranaíba, noroeste e leste. A erosividade não apresentou relação com a latitude e longitude e foi influenciada por efeitos orográficos e características climáticas de cada região.

Field Evaluation of Electro-Reflective Measuring Apparatus (ERMA), MLR-81-01, 1981

The Electro-Reflective Measuring Apparatus (ERMA) was developed by the Minnesota Department of Highways in 1974 to measure the retro-reflective characteristics of pavement marking materials. Minnesota researchers recommended that due to the increased cost of pavement marking materials and reduced availability of these materials, ERMA can and should be used as a maintenance management tool to determine when painting is necessary rather than according to a fixed time schedule. The Iowa DOT Office of Materials built an ERMA device patterned after Minnesota's design in 1976. Subsequent efforts to calibrate and correlate this ERMA device to District Paint Foremen ratings proved unsuccessful, and ERMA modification or abandonment was recommended in 1979. Lyman Moothart, Materials Lab. Tech. 4, modified the ERMA device in 1980 and correlation attempts to District Paint Foremen ratings conducted in November 1980 have been moderately successful. A Paint/No Paint ERMA value has been established which will identify about 90% of the painting needs but will also include about 40% of the marking lines not needing repainting. The Office of Maintenance should establish a trial ERMA program to study the accuracy and potential cost savings of using ERMA to identify pavement marking needs.

Report on Fly Ash as a Soil Additive, MLR-81-03, 1981

The addition of a selected self-cementing, Class C fly ash to blow sand soils improves their compacted strength greatly as opposed to the minimal strength improvement when fly ash is mixed with loess soil. By varying the percentage of fly ash added, the resulting blow sand-fly ash mixture can function as a low strength stabilized material or as a higher strength sub-base. Low strength stabilized material can also be obtained by mixing loess soils with a selected Class C fly ash. The development of the higher strength values required for subbase materials is very dependent upon compaction delay time and moisture condition of the material. Results at this time indicate that, when compaction delays are involved, excess moisture in the material has the greatest positive effect in achieving minimum strengths. Other added retarding agents, such as borax and gypsum, have less effect.

A Review of the Frictional Classification of Iowa Aggregates, MLR-81-04, 1981

The Iowa D.O.T. has a classification system designed to rate coarse aggregates as to their skid resistant characteristics. Aggregates have been classified into five functional types, with a Type 1 being the most skid resistant. A complete description of the classification system can be found in the Office of Materials Instructional Memorandum T-203. Due to the variability of ledges within any given quarry the classification of individual ledges becomes necessary. The type of aggregate is then specified for each asphaltic concrete surface course. As various aggregates become used in a.c. paving, there is a continuing process of evaluating the frictional properties of the pavement surface. It is primarily through an effort of this sort that information on aggregate sources and individual ledges becomes more refined. This study is being conducted to provide that needed up-to-date information that can be used to monitor the aggregate classification system.

Variación anual de las propiedades insecticidas de Peumus boldus sobre Sitophilus zeamais

El objetivo del presente trabajo fue determinar la variación anual en las propiedades insecticidas de Peumus boldus Molina, en el control de Sitophilus zeamais Motschulsky, bajo condiciones de laboratorio. El polvo de hojas de P. boldus se evaluó durante 12 meses, en concentraciones de 0,5, 1 y 2% (p/p). Se evaluaron 36 tratamientos con tres repeticiones, en un diseño experimental completamente al azar, con un arreglo factorial. Se determinó el porcentaje de mortalidad y emergencia de insectos adultos e inmaduros y pérdida de peso y germinación del grano. La mayor mortalidad se obtuvo en los meses de agosto y septiembre de 2003, para las tres concentraciones con un 100%, mientras que la menor fue en mayo de 2003, cuando solo la concentración de 2% fue próxima a 100% de mortalidad. La menor emergencia de insectos adultos y pérdida de peso se obtuvieron en los mismos tratamientos. El efecto sobre estados inmaduros fue menor que contra adultos, y la germinación de los granos de maíz fue afectada por los polvos de P. boldus. Las propiedades insecticidas del polvo de hojas de P. boldus no son estables durante el año, Mayo es el mes con la menor eficacia insecticida, y la germinación de las semillas se ve afectada por el polvo.

Pavement Management and Rehabilitation of Portland Cement Concrete Pavements, MLR-80-01, 1981

None provided.

Farm scale alcohol production : the Iowa State University ethanol distillery, 1981.

This publication was prepared to describe how the Iowa State University distillery has been operating, including information on distillery size, equipment, tanks, condenser, heat exchanger, pumps and the process. Photos and diagrams are also included.

Seleção precoce de maracujazeiro pelo uso da correlação entre dados de produção mensal e anual

O objetivo deste trabalho foi determinar épocas de avaliação da produtividade e de componentes da produção que permitam selecionar precocemente genótipos superiores de maracujazeiro. Foram avaliados 111 acessos de maracujazeiro amarelo, do Sul e Sudeste brasileiros, durante duas safras consecutivas. Avaliaram-se, mensalmente, as variáveis produção por planta, número de frutos por planta e peso médio de frutos. Os valores mensais e anuais dessas variáveis foram correlacionados à produção total acumulada em dois anos. Entre os dados mensais, os do terceiro mês tiveram a melhor correlação com os dados acumulados. Seleções positivas e negativas foram simuladas com os dados do terceiro mês e comparadas à seleção feita com base nos dados acumulados em dois anos. Os dados do terceiro mês da primeira safra foram adequados para a seleção quanto ao peso de frutos, mas as variáveis número de frutos e produtividade por planta seriam melhor selecionadas com os dados do terceiro mês da segunda safra.