999 resultados para exploitation plan


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L'objectif initial du programme dans lequel ont été réalisées les études était d'analyser les conflits d'utilisation de l'eau. Il est apparu que le principal problème en termes d'aménagements hydrauliques pour l'approvisionnement en eau potable et l'irrigation est l'inadaptation des projets aux caractéristiques hydrologiques de la région et aux besoins des populations. La fourniture d'eau potable est un enjeu majeur, les programmes d'aménagement de puits ont privilégié un objectif d'accès à l'eau par la construction de puits cimentés n'offrant aucune amélioration, comparativement aux puits traditionnels, en matière de qualité de l'eau. L'eau des puits modernes est en effet hautement contaminée du fait de la contamination généralisée des nappes. Les investissements en matière d'approvisionnement en eau domestique ont été insuffisants par rapport aux besoins. Les investissements sont par contre hors de proportion pour ce qui concerne le développement de l'irrigation. Les agriculteurs ayant développé l'irrigation sans l'appui d'un projet ont opté pour une stratégie d'investissement à bas coût. L'investissement est de quelques centaines de millier de FCFA par hectare alors qu'il se chiffre en dizaines de million pour l'aménagement des périmètres hydro agricoles et à plus d'un million dans le cas du programme d'appui à la petite irrigation privée. De plus, les conditions d'attribution d'une aide financière dans le cadre de ce programme excluent la grande majorité des agriculteurs.

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Agency Performance Plan for Fiscal Year 2014.

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This report outlines the strategic plan for Iowa Public Employees Retirement System, goals and mission.

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This Environmental Assessment documents the National Environmental Policy Act (NEPA) process for developing a Comprehensive Conservation Plan (CCP) for the Iowa Wetland Management District (WMD, district). In general, scoping reveals issues that drive alternative ways of managing the district. Implementation of each of those alternative management styles (including the No Action Alternative) may have different effects on the physical, biological, and socio-economic environment. Analysis of these effects reveals the “preferred” alternative, which constitutes the CCP. The CCP includes goals, objectives, and strategies for the district to guide overall management for the next 15 years. The Iowa WMD consists of scattered tracts of habitat (both wetland and upland grassland) known as Waterfowl Production Areas (WPAs). As of 2011, there are 75 WPAs in 18 counties in north-central Iowa totaling 24,712 acres in fee title primarily managed by the Iowa Department of Natural Resources (DNR). Even though district acquisition has only occurred in 18 counties to date, a larger 35-county boundary is approved. This boundary follows the historic range of the poorly drained Prairie Pothole Region (PPR) in Iowa, an area known for its waterfowl production. The district also includes 575 WPA acres and approximately 434 Farm Service Agency acres in conservation easements on private land. This plan was prepared with the intent that the strong partnership with the Iowa DNR will continue over the next 15 years.

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I am very grateful to Daniella E. Bar-Yosef Mayer and Mary Stiner for their comments on an article I published in the previous issue of Pyrenae. Having spent many years working with coastal sites in South Africa and now settling in the Mediterranean academic landscape, I value the feedback from these two well-known archaeologists who have dedicated years of hard work in this later part of the world. Their opinions are very much appreciated for they allow me to bring new contexts to some of the (old) questions I have pursued in South Africa, an exercise that would help me with the process of broadening my research interests to the Mediterranean region.

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The resilient modulus (MR) input parameters in the Mechanistic-Empirical Pavement Design Guide (MEPDG) program have a significant effect on the projected pavement performance. The MEPDG program uses three different levels of inputs depending on the desired level of accuracy. The primary objective of this research was to develop a laboratory testing program utilizing the Iowa DOT servo-hydraulic machine system for evaluating typical Iowa unbound materials and to establish a database of input values for MEPDG analysis. This was achieved by carrying out a detailed laboratory testing program designed in accordance with the AASHTO T307 resilient modulus test protocol using common Iowa unbound materials. The program included laboratory tests to characterize basic physical properties of the unbound materials, specimen preparation and repeated load triaxial tests to determine the resilient modulus. The MEPDG resilient modulus input parameter library for Iowa typical unbound pavement materials was established from the repeated load triaxial MR test results. This library includes the non-linear, stress-dependent resilient modulus model coefficients values for level 1 analysis, the unbound material properties values correlated to resilient modulus for level 2 analysis, and the typical resilient modulus values for level 3 analysis. The resilient modulus input parameters library can be utilized when designing low volume roads in the absence of any basic soil testing. Based on the results of this study, the use of level 2 analysis for MEPDG resilient modulus input is recommended since the repeated load triaxial test for level 1 analysis is complicated, time consuming, expensive, and requires sophisticated equipment and skilled operators.