ORGANIC MATTER FRACTIONS IN A QUARTZIPSAMMENT UNDER CULTIVATION OF IRRIGATED MANGO IN THE LOWER SÃO FRANCISCO VALLEY REGION, BRAZIL

Improper land use has lead to deterioration and depletion of natural resources, as well as a significant decline in agricultural production, due to decreased soil quality. Removal of native vegetation to make way for agricultural crops, often managed inadequately, results in soil disruption, decreased nutrient availability, and decomposition of soil organic matter, making sustainable agricultural production unviable. Thus, the aim of the present study was to evaluate the impact of growing irrigated mango (over a 20 year period) on the organic carbon (OC) stocks and on the fractions of soil organic matter (SOM) in relation to the native caatinga (xeric shrubland) vegetation in the Lower São Francisco Valley region, Brazil. The study was carried out on the Boa Esperança Farm located in Petrolina, Pernambuco, Brazil. In areas under irrigated mango and native caatinga, soil samples were collected at the 0-10 and 10-20 cm depths. After preparing the soil samples, we determined the OC stocks, carbon of humic substances (fulvic acid fractions, humic acid fractions, and humin fractions), and the light and heavy SOM fractions. Growing irrigated mango resulted in higher OC stocks; higher C stocks in the fulvic acid, humic acid, and humin fractions; and higher C stocks in the heavy and light SOM fraction in comparison to nativecaatinga, especially in the uppermost soil layer.

Realizations of Poincar group induced by second order differential systems. Non interaction theorem

A generalization of the predictive relativistic mechanics is studied where the initial conditions are taken on a general hypersurface of M4. The induced realizations of the Poincar group are obtained. The same procedure is used for the Galileo group. Noninteraction theorems are derived for both groups.

Bailey Avenue extension, dedication, September 4, 1986

Program from the dedication ceremony of the Bailey Avenue Extension from the RISE Program : "Revitalize Iowa's Sound Economy" program for the construction and improvement of Iowa's roads.

Relações entre Atributos do Solo e Vegetações da Região Ecotonal do Médio Rio São Francisco, Brasil

RESUMO A região do Médio São Francisco representa um amplo espaço territorial, com marcante sazonalidade climática, diversidade de rochas, paisagens, solos, e, consequentemente, formações vegetais. No entanto, as relações entre as características edáficas e suas formações vegetais são pouco esclarecidas. Este estudo apresenta uma relação dos atributos edáficos, determinante para o estabelecimento de savana-estépica, savana-estépica florestada, savana, floresta estacional semidecidual e floresta estacional decidual nessa região, com base na análise de 166 perfis de solos. Em geral, os solos sob savana foram mais lixiviados e arenosos, álicos e restrito aos topos das paisagens; e os sob savana-estépica foram eutróficos, porém sódicos ou solódicos, e rasos, sempre associados às partes mais baixa da paisagem. A floresta estacional semidecidual apresentou forte variação dos atributos edáficos, indicando que sua ocorrência se baseia, principalmente, na disponibilidade de água. Houve grande semelhança entre os solos de savana-estépica florestada e floresta estacional decidual, sendo todos geralmente eutróficos, alcalinos e bem desenvolvidos, e suas diferenças restritas ao aspecto fisionômico da vegetação. Os domínios fitogeográficos do semiárido apresentaram-se pedologicamente bem diferenciados, sendo as savanas (cerrados) e savana-estépica (caatingas) similares às suas respectivas áreas nucleares. Além disso, as florestas estacionais deciduais evidenciaram atributos edáficos bem contrastantes com os domínios vizinhos, destacando essas formações como uma entidade fitogeográfica distinta.

Restoration of Fricitonal Characteristics on Older Portland Cement Concrete Pavement:Final Report for Iowa Highway Research Board Project HR-224, June 1986

Safety i s a very important aspect o f the highway program. The Iowa DOT initiated an inventory o f the friction values of all paved primary roadways i n 1969. This inventory, with an ASTM E-274 test unit, has continued to the present time. The t e s t i n g frequency varies based upon traffic volume and the previous friction value. Historically , the state o f Iowa constructed a substantial amount o f pcc pavement during the 1928-30 period t o "get Iowa out o f the mud". Some of that pavement has never been resurfaced and has been subjected to more than 50 years o f wear. The textured surface has been worn away and has subsequently polished. Even though some pavements from 15 t o 50 years old continue t o function structurally , because of the loss of friction , they do not provide the desired level o f safety to the driver. As a temporary measure, "Sl ippery -When -Wet " signs have been posted on many older pcc roads due to friction numbers below t h e desirable level. These signs warn the motorist of the current conditions. An economical method of restoring the high quality frictional properties i s needed.

Iowa Research with Chem-Crete Bitumen: Final Report Iowa Highway Research Board Project HR-226, June 1986

With the spiraling cost of construction, coupled with inflation, engineers must develop and research new techniques to better utilize the public's dollar. One area i n which these new technologies must be researched is in the field of highway construction; more specifically, asphalt products. There are areas within the state of Iowa which do not have Class I aggregate readily available for asphalt concrete road construction. The cost of transporting higher quality aggregate specified in the "Standard Specifications for Highway and Bridge construction"' for construction projects is escalating on a yearly basis. Many counties will be squeezed out of the construction of new roadways if an alternative to the high costs is not identified. The same high costs will curtail adequate upkeep on the existing paved system and will result in decreased serviceability. For this reason, a product is needed to better utilize the local aggregates for road construction and maintenance. There i s a product on the market which the promoters claim will improve the prer?nt asphalt to such a degree as to "upgrade deficient aggregates" to the level they can be used in today's standard construction techniques. This product is "Chem-Crete Bitumen," a'kpecially refined asphalt" that was promoted by Chem-Crete Corporation of Menlo Park, California. Chemkrete Technologies, Inc. of Wickliffe, Ohio; a wholly owned subsidiary of the Lubrizol Corporation has since purchased the U.S.

Evaluation of Fly Ash Concrete Durability Containing Class II Durability Aggregates, July 1986

Fly ash was used in this evaluation study to replace 15% of the cement in Class C-3 concrete paving mixes. One Class "c" ash from Iowa approved sources was examined in each mix. Substitution rate was based on 1 to 1 basis, for each pound of cement removed 1.0 pound of ash was added. The freeze/thaw durability of the concrete studied was not adversely affected by the presence of fly ash. This study reveals that the durability of the concrete test specimens made with Class II durability aggregates was slightly increased in all cases by the substitution of cement with 15% Class "c" fly ash. In all cases durability factors either remained the same or slightly improved except for one case where the durability factor decreased from 36 to 34. The expansion decreased in all cases.

Evaluation of Fly Ash in lean Portland Cement Concrete Base "Econocrete", August 1986

Fly ash was used in this evaluation study to replace 30, 50 and 70 percent of the 400 1bs. of cement currently used in each cu. yd. of portland cement econocrete base paving mix. Two Class "c" ashes and one Class "F" ash from Iowa approved sources were examined in each mix. When Class "c" ashes were used, they were substituted on the basis of 1.0 pound for each pound of cement removed. When Class "F" ash was used, it was substituted on the basis of 1.25 pounds of ash for each pound of cement removed. Compressive strengths with and without fly ash were determined at 7, 28 and 56 days of age. In most cases, strengths were adequate. The freeze/thaw durability of the econocrete mixes studied was not adversely affected by the presence of fly ash. The tests along with erodibility and absorption tests have demonstrated the feasibility of producing econocrete with satisfactory mechanical properties even when relatively low quality and/or locally available aggregate is being used at no sacrifice to strength and/or durability.

[6 phot. par C. Moulinet du lancement d'un ballon dirigeable à la Varenne-Saint-Hilaire, extraites de l'Aérophile du 18 févr. 1897, don du prince Roland Bonaparte]

Donateur : Bonaparte, Roland (1858-1924)

[5 phot. de l'élevage du nandou en France par la Société nationale d'acclimatation de France, phot. de L. Delaporte de Melun, don du baron J. de Guerne en 1897]

Donateur : Guerne, Jules de (1855-1931)

[Phot. de la couronne du soleil, avec lettre d'envoi par le baron N. Raulbars au prince Roland Bonaparte, Helsingfors, 28 mai 1897]

Donateur : Bonaparte, Roland (1858-1924)

[Notice sur la chapelle commémorative de l'incendie du Bazar de la Charité, rue Jean Goujon, 1897 (4 p. avec 2 phot.), des collections du prince R. Bonaparte]

Donateur : Bonaparte, Roland (1858-1924)