Modelos matemáticos para a estimativa do potencial de mineralização anaeróbia do nitrogênio em solos de Várzea do Rio Grande do Sul

Diferentes modelos matemáticos são utilizados para estimar o potencial de mineralização de N no solo, e os parâmetros estimados com a decomposição anaeróbia podem ser empregados na predição da disponibilidade do N para a cultura do arroz irrigado. Os objetivos deste trabalho foram estimar, a partir de cinco modelos matemáticos, os parâmetros "N potencialmente mineralizável" (N0) e "taxa de mineralização" (k) de diferentes solos de várzea do Rio Grande do Sul (RS) e correlacionar os valores de N0 dos modelos com o N acumulado por plantas de arroz irrigado. O trabalho foi desenvolvido a partir de amostras de solos de várzea coletadas em 15 locais do RS, utilizadas em um experimento de incubação anaeróbia em laboratório, onde foram determinados valores de N mineral da solução do solo ao longo de 24 semanas. A partir dos resultados, foram estimados os parâmetros de acordo com cinco modelos matemáticos. Posteriormente, amostras dos solos foram utilizadas em dois cultivos sucessivos de arroz irrigado, em casa de vegetação, obtendo-se valores da quantidade de N acumulado pelas plantas. O modelo mais bem ajustado na estimativa do N0 e k para a média dos 15 solos de várzea do RS foi o de Jones. Entretanto, o N0 do modelo de Stanford & Smith foi o que melhor se correlacionou com a quantidade de N acumulado pelas plantas de arroz irrigado no primeiro cultivo, enquanto o N0 do modelo de Jones foi o que melhor se correlacionou com o N acumulado pelas plantas no segundo cultivo.

Barrier for the reaction X20+ + X20+ -> X402+ in alkali-metal clusters related to electron density at the bond midpoint of the supermolecule (X20+)2

Using the extended Thomas-Fermi version of density-functional theory (DFT), calculations are presented for the barrier for the reaction Na20++Na20+¿Na402+. The deviation from the simple Coulomb barrier is shown to be proportional to the electron density at the bond midpoint of the supermolecule (Na20+)2. An extension of conventional quantum-chemical studies of homonuclear diatomic molecular ions is then effected to apply to the supermolecular ions of the alkali metals. This then allows the Na results to be utilized to make semiquantitative predictions of position and height of the maximum of the fusion barrier for other alkali clusters. These predictions are confirmed by means of similar DFT calculations for the K clusters.

Nodulação e eficiência da fixação do N2 em feijão-caupi por efeito da taxa do inóculo

O feijão-caupi (Vigna unguiculata (L.) Walp.) pode adquirir nitrogênio em quantidades adequadas para suprir suas necessidades, por meio do processo de fixação biológica do nitrogênio (FBN), quando associado com rizóbios específicos e eficientes. O objetivo deste trabalho foi avaliar o efeito da aplicação de diferentes taxas de inóculo na nodulação e FBN na cultivar BRS Pujante de feijão-caupi. O experimento foi conduzido em casa de vegetação, utilizando-se vasos plásticos com 2 kg de solo, em delineamento experimental de blocos ao acaso com sete tratamentos e quatro repetições. Os tratamentos constaram de cinco concentrações de células da estirpe de Bradyrhizobium sp. BR 3267 (células/semente), um tratamento sem inoculação e com adição de fertilizante nitrogenado (controle + N) e um controle sem inoculação e sem adição de fertilizante nitrogenado (controle). Foram avaliados o número e a massa seca de nódulos, a massa seca da parte aérea e o acúmulo de N na parte aérea. À medida que houve aumento da concentração de células na semente, elevaram-se os parâmetros da nodulação e fixação do N2. A aplicação da maior taxa de inóculo, que foi de 6,65 x 10(7) células da estirpe BR 3267/semente, promoveu aumento da massa seca da parte aérea por planta correspondente a 27 % da massa seca da parte aérea do tratamento controle e semelhante ao tratamento controle + N. A inoculação a partir da aplicação de 8 x 10(5) células da estirpe BR 3267/semente forneceu maior quantidade de N para as plantas, em relação à dos tratamentos controle e controle + N. A cultivar BRS Pujante foi beneficiada pela FBN quando inoculada com a estirpe BR 3267, proporcionalmente à taxa de inóculo.

APPRAISAL OF THE SNAP MODEL FOR PREDICTING NITROGEN MINERALIZATION IN TROPICAL SOILS UNDER EUCALYPTUS

The Soil Nitrogen Availability Predictor (SNAP) model predicts daily and annual rates of net N mineralization (NNM) based on daily weather measurements, daily predictions of soil water and soil temperature, and on temperature and moisture modifiers obtained during aerobic incubation (basal rate). The model was based on in situ measurements of NNM in Australian soils under temperate climate. The purpose of this study was to assess this model for use in tropical soils under eucalyptus plantations in São Paulo State, Brazil. Based on field incubations for one month in three, NNM rates were measured at 11 sites (0-20 cm layer) for 21 months. The basal rate was determined in in situ incubations during moist and warm periods (January to March). Annual rates of 150-350 kg ha-1 yr-1 NNM predicted by the SNAP model were reasonably accurate (R2 = 0.84). In other periods, at lower moisture and temperature, NNM rates were overestimated. Therefore, if used carefully, the model can provide adequate predictions of annual NNM and may be useful in practical applications. For NNM predictions for shorter periods than a year or under suboptimal incubation conditions, the temperature and moisture modifiers need to be recalibrated for tropical conditions.

Sustainability of Wood Productivity of Pinus TaedaBased on Nutrient Export and Stocks in the Biomass and in the Soil

ABSTRACT The impact of intensive management practices on the sustainability of forest production depends on maintenance of soil fertility. The contribution of forest residues and nutrient cycling in this process is critical. A 16-year-old stand of Pinus taeda in a Cambissolo Húmico Alumínico léptico (Humic Endo-lithic Dystrudept) in the south of Brazil was studied. A total of 10 trees were sampled distributed in five diameter classes according to diameter at breast height. The biomass of the needles, twigs, bark, wood, and roots was measured for each tree. In addition to plant biomass, accumulated plant litter was sampled, and soil samples were taken at three increments based on sampling depth: 0.00-0.20, 0.20-0.40, 0.40-0.60, 0.60-1.00, 1.00-1.40, 1.40-1.80, and 1.80-1.90 m. The quantity and concentration of nutrients, as well as mineralogical characteristics, were determined for each soil sample. Three scenarios of harvesting intensities were simulated: wood removal (A), wood and bark removal (B), and wood + bark + canopy removal (C). The sum of all biomass components was 313 Mg ha-1.The stocks of nutrients in the trees decreased in the order N>Ca>K>S>Mg>P. The mineralogy of the Cambissolo Húmico Alumínico léptico showed the predominance of quartz sand and small traces of vermiculite in the silt fraction. Clay is the main fraction that contributes to soil weathering, due to the transformation of illite-vermiculite, releasing K. The depletion of nutrients from the soil biomass was in the order: P>S>N>K>Mg>Ca. Phosphorus and S were the most limiting in scenario A due to their low stock in the soil. In scenario B, the number of forest rotations was limited by N, K, and S. Scenario C showed the greatest reduction in productivity, allowing only two rotations before P limitation. It is therefore apparent that there may be a difference of up to 30 years in the capacity of the soil to support a scenario such as A, with a low nutrient removal, compared to scenario C, with a high nutrient removal. Hence, the effect of different harvesting intensities on nutrient availability may jeopardize the sustainability of P. taeda in the short-term.

Laboratory Performance Evaluation of CIR-Emulsion and it Comparison Against CIR-Form Test Result from Phase II, Final Report TR-578 Phase III, December 2009

Currently, no standard mix design procedure is available for CIR-emulsion in Iowa. The CIR-foam mix design process developed during the previous phase is applied for CIR-emulsion mixtures with varying emulsified asphalt contents. Dynamic modulus test, dynamic creep test, static creep test and raveling test were conducted to evaluate the short- and long-term performance of CIR-emulsion mixtures at various testing temperatures and loading conditions. A potential benefit of this research is a better understanding of CIR-emulsion material properties in comparison with those of CIR-foam material that would allow for the selection of the most appropriate CIR technology and the type and amount of the optimum stabilization material. Dynamic modulus, flow number and flow time of CIR-emulsion mixtures using CSS-h were generally higher than those of HFMS-2p. Flow number and flow time of CIR-emulsion using RAP materials from Story County was higher than those from Clayton County. Flow number and flow time of CIR-emulsion with 0.5% emulsified asphalt was higher than CIR-emulsion with 1.0% or 1.5%. Raveling loss of CIR-emulsion with 1.5% emulsified was significantly less than those with 0.5% and 1.0%. Test results in terms of dynamic modulus, flow number, flow time and raveling loss of CIR-foam mixtures are generally better than those of CIR-emulsion mixtures. Given the limited RAP sources used for this study, it is recommended that the CIR-emulsion mix design procedure should be validated against several RAP sources and emulsion types.

Resultats dels treballs d'excavació a l'àrea central de la ciutat romana de Pollentia (Alcúdia, Mallorca): avanç preliminar

Les excavacions realitzades als darrers anys a l'area central de la ciutat romana de Pollentia han permes d'identificar una part del forum. Entre les restes descobertes destaca l'existencia del conjunt format pel Capitoli i el portie periferic que, cronologicament, s'inscriuen dins la primera fase edilicia de la ciutat, a la primera meitat del segle 1 aC.

Un conjunt de materials d'època tardo-republicana de la ciutat romana de Pollentia (Alcúdia, Mallorca)

El pou D 18, situat a la part sud-oest de la zona coneguda del forum de Pollentia, fou amortitzat en el segon quart del segle 1 a.C. EIs materials que formaven part del farciment constitueixen un conjunt tancat representatiu sobretot deIs tipus ceramics locals i d'importació utilitzats en aquesta epoca. El volum principal d'importacions correspon als productes italics, seguits a gran distancia pels materials púnics, iberics i egeus.

Pieces of Iowa’s Past, March 13, 2013

Pieces of Iowa’s Past, published by the Iowa State Capitol Tour Guides weekly during the legislative session, features historical facts about Iowa, the Capitol, and the early workings of state government. All historical publications are reproduced here with the actual spelling, punctuation, and grammar retained. THIS WEEK: Judge Reuben Noble Praises the Iowa State Building at the 1893 World’s Columbian Exposition BACKGROUND: REUBEN NOBLE REUBEN NOBLE was born on the 14th of April, 1821, in Ada County, Mississippi, where his father was a farmer. When he was eighteen years of age, Noble began to study law and was admitted to the bar at twenty-one. In 1843, he came to Iowa, making his home at Garnavillo, in Clayton County. In 1854, Noble was elected to the legislature as a free soil Whig and upon the organization of the House was chosen Speaker, serving in the regular session of 1854 and extraordinary session of 1855. At the first Republican State Convention of 1856, he was placed at the head of the ticket for presidential elector. Four years later, he was a delegate to the National Convention that nominated Abraham Lincoln for president. Up to the time of the attempt of the Republicans to remove President Johnson by impeachment, Noble had been a prominent leader of that party. But approving of the policies of the President, he left the Republicans and from that time became a Democrat. In 1866, Noble was nominated by the Democrats for Representative in Congress but was defeated by William B. Allison. In 1886, he was one of the organizers of the Pioneer Lawmakers’ Association and was its first president, never missing a session during the remainder of his life. Noble was the leader of the bar of northeastern Iowa beginning in 1850. As a compliment to his high standing and eminent qualifications as a jurist, the citizens of the Tenth Judicial District elected him to tthe office of district judge in the fall of 1874. (History of Iowa from the Earliest Times to the Beginning of the Twentieth Century/Volume 4)

Reducing the Problem of Transverse Cracking, HR-232, 1985

The Iowa Department of Transportation (DOT) is continually improving the pavement management program and striving to reduce maintenance needs. Through a 1979 pavement management study, the Iowa DOT became a participant in a five state Federal Highway Administration (FHWA) study of "Transverse Cracking of Asphalt Pavements". There were numerous conclusions and recommendations but no agreement as to the major factors contributing to transverse cracking or methods of preventing or reducing the occurrence of transverse cracking. The project did focus attention on the problem and generated ideas for research. This project is one of two state funded research projects that were a direct result of the FHWA project. Iowa DOT personnel had been monitoring temperature susceptibility of asphalt cements by the Norman McLeod Modified Penetration Index. Even though there are many variables from one asphalt mix to another, the trend seemed to indicate that the frequency of transverse cracking was highly dependent on the temperature susceptibility. Research project HR-217 "Reducing the Adverse Effects of Transverse Cracking" was initiated to verify the concept. A final report has been published after a four-year evaluation. The crack frequency with the high temperature susceptible asphalt cement was substantially greater than for the low temperature susceptible asphalt cement. An increased asphalt cement content in the asphalt treated base also reduced the crack frequency. This research on prevention of transverse cracking with fabric supports the following conclusions: 1. Engineering fabric does not prevent transverse cracking of asphalt cement concrete. 2. Engineering fabric may retard the occurrence of transverse cracking. 3. Engineering fabric does not contribute significantly to the structural capability of an asphalt concrete pavement.

La teoría de la detección de señales en tareas y reconocimiento de palabras de clase cerrada

Esta investigación representa una actualización y extensión de los modelos matemáticos aplicados por Wickelgren y Norman (1966). Tal modelación ha partido del supuesto teórico de continuidad de la fuerza de la huella asi como del continuo de estados de respuesta de la TDS (teoria de la detección de señales). Si partimos de tales modelos, de la abundancia de resultados experimentales en este sentido y de la analogia entre el decaimiento geométrico y el aritmético, podemos estimar la función matemitica que mejor describe y predice 10s resultados. La aplicación se ha concretado en palabras de clase cerrada o palabras funcionales (pronombres, preposiciones, etc.) considerando L-K como variable independiente (L=longitud de la lista, K=posiciÓn serial). Los resultados confirman que el modelo describe de una forma precisa los datos obtenidos y la utilidad para este propósito de las medidas d', beta y las curvas MOC (característica operativa de la memoria).

Common variants near MC4R are associated with fat mass, weight and risk of obesity.

To identify common variants influencing body mass index (BMI), we analyzed genome-wide association data from 16,876 individuals of European descent. After previously reported variants in FTO, the strongest association signal (rs17782313, P = 2.9 x 10(-6)) mapped 188 kb downstream of MC4R (melanocortin-4 receptor), mutations of which are the leading cause of monogenic severe childhood-onset obesity. We confirmed the BMI association in 60,352 adults (per-allele effect = 0.05 Z-score units; P = 2.8 x 10(-15)) and 5,988 children aged 7-11 (0.13 Z-score units; P = 1.5 x 10(-8)). In case-control analyses (n = 10,583), the odds for severe childhood obesity reached 1.30 (P = 8.0 x 10(-11)). Furthermore, we observed overtransmission of the risk allele to obese offspring in 660 families (P (pedigree disequilibrium test average; PDT-avg) = 2.4 x 10(-4)). The SNP location and patterns of phenotypic associations are consistent with effects mediated through altered MC4R function. Our findings establish that common variants near MC4R influence fat mass, weight and obesity risk at the population level and reinforce the need for large-scale data integration to identify variants influencing continuous biomedical traits.

Bonded, Thin-Lift, Non-Reinforced Portland Cement Concrete Resurfacing, MLR-77-2, 1977

A research project involving 2, 3, 4, and 5 in. (5.1, 7.6, 10.2, and 12.7 cm) of bonded portland cement concrete (PCC) overlay on a 1.3 mile (2.1 km) PCC 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 PCC mixture using standard mixes with super water reducing admixtures; (2) Determine the economics, longevity and maintenance performance of a bonded, thin-lift, non-reinforced PCC resurfacing course using conventional procedures, equipment and concrete paving mixtures both with and without super water reducing admixtures; and (3) Determine if an adequate bond between the existing pavement and an overlay of thin-lift, dense, non-reinforced PCC can be obtained with only special surface cleaning and no surface removal or grinding. The conclusions are as follows: (1) Normal mixing equipment and proportioning procedures could be used using a conventional central-mix proportioning plant. This was successful when used with super water reducing admixtures. Only minor changes need be made in procedures and timing. (2) The time has been too short since the completion of the project to determine how the new pavement will perform, however, initially it appears that the method is economical and no reason is seen at this time why the life of the pavement should not be comparable to an all new pavement. (3) The initial test results show that bond strength, regardless of which method of cleaning is used, scarifying, sand blasting or water blasting, far exceed what is considered the minimum bond strength of 200 psi (1379 kPa) except where the paint stripes were intentionally left, thus showing that the paint must be removed. (4) It appears that either cement and water grout or sand, cement and water grout may be used and still obtain the required bond.