1000 resultados para 1860-1999


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The Leopold Center was established by the Iowa Legislature as part of the Iowa Groundwater Protection Act of 1987. Its mandated missions are to identify impacts of agricultural practices, contribute to the development of profitable farming systems that conserve natural resources, and cooperate with Iowa State University Extension to inform the public of new findings.Information for this report was compiled by Leopold Center staff with the help of its researchers and educators who are committed to improving Iowa agriculture and the lives of Iowans.

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The Leopold Center was established by the Iowa Legislature as part of the Iowa Groundwater Protection Act of 1987. Its mandated missions are to identify impacts of agricultural practices, contribute to the development of profitable farming systems that conserve natural resources, and cooperate with Iowa State University Extension to inform the public of new findings.Information for this report was compiled by Leopold Center staff with the help of its researchers and educators who are committed to improving Iowa agriculture and the lives of Iowans.

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Cette étude a été menée par l'Unité d'évaluation de programmes de prévention de l'Institut de médecine sociale et préventive (IUMSP) de Lausanne. Elle s'inscrit dans le cadre de l'évaluation globale de la stratégie de prévention du VIH/sida pour laquelle l'IUMSP a reçu mandat de l'Office fédéral de la santé publique. Le programme national "VIH et sida : Programme national de 1999 à 2003" a été préparé en 1998 par l'OFSP en collaboration avec des experts et publié en février 1999. Il fait suite au manuel "Prévention du VIH en Suisse : buts, stratégies, mesures" publié en 1993 et couvre la période de 1999 à 2003. Les 14 objectifs qu'il définit, avec leurs jalons, sont répartis dans cinq grands domaines à savoir: promotion de la santé, prévention, thérapie et diagnostic, conseil et soutien, savoir et transfert des compétences. Afin d'en planifier la mise en oeuvre, l'OFSP a organisé 14 plates-formes régionales en août et septembre 1999 qui ont fait l'objet d'un rapport publié en janvier 2000. Les plates-formes ont été suivies d'une "Conférence intercantonale VIH/sida" le 8 septembre 2000 à Berne, organisée conjointement par l'Office fédéral de la santé publique (OFSP)/Section Sida et l'Aide Suisse contre le Sida (ASS), dont le thème général était "Transfert dans la lutte contre le VIH/sida". Faisant suite à la première phase d'évaluation qui, elle, a porté sur l'état des activités de lutte contre le VIH/sida dans les cantons, la deuxième phase de l'évaluation fait le point sur la mise en oeuvre du programme national 1999-2003 au niveau national et dans les cinq cantons pour la période 2000-2001 et porte sur l'implantation du programme national. Y sont analysés le développement des activités dans tous les domaines, la pertinence des objectifs et jalons, les éléments garantissant la pérennité et la qualité des interventions, et le développement des collaborations à différents niveaux.

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The Leopold Center was created by the Iowa Legislature as part of the Iowa Groundwater Protection Act of 1987. The Leopold Center believes contribute to a healthy ways of thinking about markets for Iowa farmers, a better understanding of local ecosystems, public policies and economic practices, and partnerships with consumers.

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The Leopold Center was created by the Iowa Legislature as part of the Iowa Groundwater Protection Act of 1987. The Leopold Center believes contribute to a healthy ways of thinking about markets for Iowa farmers, a better understanding of local ecosystems, public policies and economic practices, and partnerships with consumers.

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The Leopold Center was created by the Iowa Legislature as part of the Iowa Groundwater Protection Act of 1987. The Leopold Center believes contribute to a healthy ways of thinking about markets for Iowa farmers, a better understanding of local ecosystems, public policies and economic practices, and partnerships with consumers.

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The Leopold Center was created by the Iowa Legislature as part of the Iowa Groundwater Protection Act of 1987. The Leopold Center believes contribute to a healthy ways of thinking about markets for Iowa farmers, a better understanding of local ecosystems, public policies and economic practices, and partnerships with consumers.

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[Table des matières] 1. Allgemeine Schlussforschungen und Empfehlungen. 2. Einleitung. 3. Methodik. 4. Ergebnisse. 4.1. Zentrale Datenquellen : Kontinuierliche und periodische Erhabungen, Mortalitätsstatistik, Spitalstatistik, Vereinigung Schweizerischer Krebsregister, Schweizerische Gesundheitsbefragung, Trendstudie zum Konsum von Alkohol, Tabak, Medikamenten und illegalen Drogen SFA, SChülerbefragung SFA, Warenkorb BFS, Schweizer Haushalt-Panel, Traditioneller Haushaltspanel IHA-GfM, Pharmaabsatzzahlen IHA-GfM, Sonnenexposition und Sonnenschutz, Indikatoren für den Tabakkonsum in der Schweiz, Statistische Erhebungen und Schätzungen über Landwirtschaft und Ernährung, Participants' Report SIAK, Trial guide SAKK, Guidelines, Berufskrankheiten SUVA, Krebstelefon SKL. 4.2. Weitere Datenquellen : Kontinuierliche und periodische Erhebungen, Statistik der verteilten Broschüren SKL, Jahresbericht von im Bereich Krebs tätigen Institutionen, Invalidenversicherung BSV, Andere Statistiken des BSV, Konkordat der Schweizerischen Krankenversicherer, Nestlé-Studie. 4.3. Zentrale Einzelerhebungen : Frauen und Krebs, Vorstudie für eine nationale Kampagne zur Früherfassung des kolorektalen Karzinoms, Ausmass und Intensität von Krebsschmerzen in der Schweiz. 4.4. Weitere Einzelerhebungen : IUMSP : die Gesundheit Jugendlicher in der Schweiz, Stillhäufigkeit und Stilldauer in der Schweiz 1994, Kohortenstudie Alkohol- und Drogenkonsum SFA. 4.5. Abgeschlossene Erhebungen : Krebsvorsorge, MONICA-Studie und Basler Ernährungsstudie. 5. Schlussfolgerungen und Empfehlungen : Zusammenfassende Schlussfolgerungen und Empfehlungen. 6. Anhang. 6.1. Zentrale Datenquellen im Uberblick : Globalkonzept, Brustkrebsprogramm, Lungenkrebsprogramm, Hautkrebsprogramm, Darmkrebsprogramm. 6.2. Zieltabelle : formulierte Ziele des nationalen Krebsbekämpfungsprogramms. 6.3. Abkürzungen.

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Kirjoitus perustuu Successful Ageing -symposiumissa 4.6.1999 pidettyyn avauspuheenvuoroon

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El propósito de este estudio fue identificar y analizar algunos rasgos retóricos discursivos de casos clínicos (CC) odontológicos. Se seleccionó, al azar, un corpus de 40 CC de cuatro revistas odontológicas hispanas (1999-2005). Se encontró que predomina el formato 'introducción, descripción del caso , discusión', siendo la 'descripción del caso' la sección distintiva. Prevalecen las secuencias narrativas y descriptivas en todas las secciones retóricas. Además,hay muy pocas citas, aparecen esencialmente en la 'introcucción' y en la 'discusión' . Se registró el uso de atenuantes en las distintas secciones retóricas del CC: predominó el uso de impersonales, empleados para ocultar el agente de la acción, y aproximadores, para expresar impresión, variabilidad y honestidad. En cuanto al posicionamiento, predominaron el impersonal y plural mayestático. Se concluye que pese a la variabilidad retórica discursiva, el corpus analizado podría definirse como un género discursivo, descriptivo, narrativo e impersonal. El CC es un género importante para las distintas sub-especialidades odontológicas; por lo tanto, los resultados tienen aplicaciones didácticas para la enseñanza del discurso odontológico. Incorporar el CC al currículum de odontología permitiría al estudiante desarrollar las competencias para producir, comprender y publicar este género

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Major highway concrete pavements in Iowa have exhibited premature deterioration attributed to effects of ettringite formation, alkali-silica expansive reactions, and to frost attack, or some combination of them. These pavements were constructed in the mid- 1980s as non-reinforced, dual-lane, roads ranging in thickness between 200 mm and 300 mm, with skewed joints reinforced with dowels. Deterioration was initially recognized with a darkening of joint regions, which occurred for some pavements as soon as four years after construction. Pavement condition ranges from severe damage to none, and there appeared to be no unequivocal materials or processing variables correlated with failure. Based upon visual examinations, petrographic evaluation, and application of materials models, the deterioration of concrete highway pavements in Iowa appear related to a freeze-thaw failure of the coarse aggregate and the mortar. Crack patterns sub-parallel to the concrete surface transecting the mortar fraction and the coarse aggregate are indicative of freeze-thaw damage of both the mortar and aggregate. The entrained air void system was marginal to substandard, and filling of some of the finer-sized voids by ettringite appears to have further degraded the air void system. The formation of secondary ettringite within the entrained air voids probably reflects a relatively high degree of concrete saturation causing the smaller voids to be filled with pore solution when the concrete freezes. Alkali-silica reaction (ASR) affects some quartz and shale in the fine aggregate, but is not considered to be a significant cause of the deterioration. Delayed ettringite formation was not deemed likely as no evidence of a uniform paste expansion was observed. The lack of field-observed expansion is also evidence against the ASR and DEF modes of deterioration. The utilization of fly ash does not appear to have affected the deterioration as all pavements with or without fly ash exhibiting substantial damage also exhibit significant filling of the entrained air void system, and specimens containing fly ash from sound pavements do not have significant filling. The influence of the mixture design, mixing, and placing must be evaluated with respect to development of an adequate entrained air void system, concrete homogeneity, longterm drying shrinkage, and microcracking. A high-sand mix may have contributed to the difficult mixture characteristics noted upon placement and exacerbate concrete heterogeneity problems, difficulty in developing an adequate entrained air void system, poor consolidation potential, and increased drying shrinkage and cracking. Finally, the availability of moisture must also be considered, as the secondary precipitation of ettringite in entrained air voids indicates they were at least partially filled with pore solution at times. Water availability at the base of the slabs, in joints, and cracks may have provided a means for absorbing water to a point of critical saturation.

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During the harvest season in Iowa, it is common to have single axle loads on secondary roads and bridges that are excessive (typical examples are grain carts) and well beyond normal load limits. Even though these excessive loads occur only during a short time of the year, they may do significant damage to pavements and bridges. In addition, the safety of some bridges may be compromised because of the excessive loads, and sometimes there may be little indication to the users that damage may be imminent. At this time there are no Iowa laws regulating axle loads allowed for agricultural equipment. This study looks at the potential problems this may cause on secondary roads and timber stringer bridges. Both highway pavement and timber bridges are evaluated in this report. A section (panel) of Iowa PCC paved county road was chosen to study the effects of heavy agricultural loads on pavements. Instrumentation was applied to the panel and a heavily loaded grain cart was rolled across. The collected data were analyzed for any indication of excessive stresses of the concrete. The second study, concerning excessive loads on timber stringer bridges, was conducted in the laboratory. Four bridge sections were constructed and tested. Two of the sections contained five stringers and two sections had three stringers. Timber for the bridges came from a dismantled bridge, and deck panels were cut from new stock. All timber was treated with creosote. A hydraulic load was applied at the deck mid-span using a foot print representing a tire from a typical grain cart. Force was applied until failure of the system resulted. The collected data were evaluated to provide indications of load distribution and for comparison with expected wheel loads for a typical heavily loaded single axle grain cart. Results of the pavement tests showed that the potential of over-stressing the pavement is a possibility. Even though most of the tension stress levels recorded were below the rupture strength of the concrete, there were a few instances where the indicated tension stress level exceeded the concrete rupture strength. Results of the bridge tests showed that when the static ultimate load capacity of the timber stringer bridge sections was reached, there was sudden loss of capacity. Prior to reaching this ultimate capacity, the load sharing between the stringers was very uniform. The failure was characterized by loss of flexural capacity of the stringers. In all tests, the ultimate test load exceeded the wheel load that would be applied by an 875 bushel single axle grain cart.

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Premature deterioration of Portland Cement Concrete (PCC) pavements led to investigations for causes of the concrete failures. Evidence of parallel longitudinal cracks in deteriorating pavements, with crack spacings similar to paver vibrator spacings, made it clear that the vibrators were related to the cause for deterioration. After a number of field trips observing paving operations and measuring vibrator frequencies, it soon became clear that the paver vibrators were, in many cases, not running in compliance with the Iowa DOT specification. The specified frequency was from 5000 to 8000 revolutions per minute (rpm). The pavers visited did not have a monitoring system to give a continuous frequency readout for any of it's vibrators. Occasionally, during a paving operation, frequency readings were taken on some vibrators with a hand held tachometer. However, that degree of monitoring was found to be far from providing the quality of information and control necessary to maintain compliance to the Iowa DOT specification. A paver vibrator monitoring system, which would operate continuously while paving and cover all vibrators, was determined to be essential. The output must be visible to the paver operator and inspector at all times.

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Since the 1980s, the Iowa Department of Transportation has increased its use of recycled Portland Cement Concrete (PCC) as drainable base material below some new pavements. Water flowing out of the longitudinal drains on projects having recycled PCC drainable bases was found to have a high pH value. The high pH water impedes vegetation growth and becomes a contributing factor to soil erosion at the drain outlet. In addition, the high pH water contributes to the growth of crystalline deposits on the drain outlet wire mesh rodent guard and in some cases caused it to become completely blocked. This research determined which of three choices of recycled PCC drainable base material, gradation, and design would give the lowest pH value in the drain discharge water. The drainable base material having its fines separated out and placed as a 2-in. (5.1-mm) bottom layer, below the remaining coarse material, generally gave pH values around 11.2 while other designs tested gave pH values around 11.5.