Reclamation Project Act of 1939 : hearing before the Committee on Irrigation and Reclamation, United States Senate, Seventy-sixth Congress, first session, on S. 2591, a bill to provide a feasible and comprehensive plan for the variable payment of construction charges on United States reclamation projects, to protect the investment of the United States in such projects, and for other purposes.

Considers legislation to modify construction costs repayment procedure for irrigation project water-users.

Limnology in Sicily: A history of fresh waters surrounded by the sea

The aim of this short article is to trace the history of limnology in Sicily, from the end of the last century up to the present, and pay a little homage to a scientist to whom limnology is deeply indebted: G.E. Hutchinson. Due to its insular and climatic conditions, Sicily is characterised by a drainage network formed by numerous short, torrent-like rivers, and by a few small, natural lakes. The geological characteristics of the island strongly condition the quality of these small waterbodies which generally have surface areas of less than 0.2 km super(2). The earliest observations on Sicilian lentic waters go back more than a century; in particular, at the end of the 19th century, some of the issues regarding the natural lakes had already been brought into focus. Subsequent studies on natural waterbodies concentrated on the geomorphology of landslide lakes or lakes created by the dissolution of the gypsum tableland. However, many of the waterbodies no longer exist because of land reclamation which took place up to the first half of the 1950s. During the last 35 years, there has been a notable increase in limnological publications. In addition, these studies show a more careful and integrated approach to the limnological aspects of waterbodies, compared with the early studies.

Analysis of the retailer value chain segment in five governorates

This study is the third output of the SDC-funded “Improving Employment and Income through Development of Egyptian Aquaculture” (IEIDEAS), a three-year project being jointly implemented by the WorldFish Center and CARE International in Egypt with support from the Ministry of Agriculture and Land Reclamation. The aim of the study is to gather data on the retailer segment of the aquaculture value chain in Egypt, namely on the employment and market conditions of the women fish retailers in the five target governorates. In addition, this study provides a case study in Minya and Fayoum of the current income levels and standards of living of this target group. Finally, the study aims to identify the major problems and obstacles facing these women retailers and suggest some relevant interventions.

淤泥质潮滩地貌的遥感研究－以苏北辐射沙洲海岸为例

本文以具有典型特征的苏北淤泥质潮滩海岸作为研究区，利用1975-2003年间14景覆盖该地区的Landsat和SPOT卫星影像作为主要数据源，结合地面调查和验证工作，在遥感影像处理和地理信息系统分析技术的支持下，对区内潮滩、岸线、水边线和盐沼植被等进行遥感解译，分析苏北辐射沙脊群和沿岸地貌的空间分布特征和动态演变趋势。研究结果表明：苏北辐射沙脊群海域的潮汐水位过程的不同步现象普遍存在，限制了常规遥感数据在苏北潮滩地貌研究中的适用范围和解译精度；在人工判别的辅助下，多光谱遥感的非监督分类方法可以有效解译淤泥质潮滩的水边线；利用修改型土壤调整植被指数（MSAVI）可以较好地提取潮滩上的盐沼植被信息；苏北沿岸潮滩的快速淤长促进了盐沼植被带向海侧快速扩展，近年来持续的潮滩围垦工程则不断从陆侧侵占盐沼植被带，使盐沼植被带宽度减小乃至消失；在大规模人类活动和自然条件的共同影响下，苏北辐射沙脊群海岸的岸线发育趋于平直化，无序的潮滩围垦项目使得可垦滩地资源被过度消耗；1975～2002年间，研究区北部和南部沿岸的高潮滩整体上处于淤长状态，中部沿岸潮滩和离岸沙洲高潮滩则被大面积侵蚀；1999年以来，研究区内低潮滩部位开始形成有序排列的滩面地物，并表现出逐年大面积蔓延的趋势，可能是滩涂紫菜养殖区扩展的结果。

浑善达克沙地的光释光测年研究

Eolian deposits are important for paleoclimatic and paleoenvironmental reconstructions in arid and semi-arid regions. In China active sand dunes mainly occur in the northwest inland basins ,whereas deserts dominated by semi-stabilized sand dunes are mainly distributed in the northeastern semi-arid and sub-humid regions. Recent studies indicate that prompt desertification in northeastern China has been serious.Thus northeastern China is one of the key sites on which to study the history of past environmental changes. However, previous studies focused mainly on big scale environmental changes, whereas changes in the environment during the Holocene have not been well studied. This research uses optically stimulated luminescence to date fossil sand dunes in Hunshandake desert in order to offer the accurate time scale to reconstruct the history of eolian activity in the region. Furthermore,we compare this region with other deserts in northern China.The main conclusions is following: Active dune formation in northeastern China lasted from the Last Glacial Maximum to about 10 000aB.P. It has also been shown that the warm climate of the Holocene was interrupted by a cold/dry dune-forming episode at about 2 800-1 800aB.R. The Holocene Optimum occurred between 10 000-2 800aB.R, and a later warm/humid dune stabilization phase lasted from at least 1 900-1 500aB.R. The youngest age on the uppermost soil unit in Hunshandake desert yielded an age of 90aB.P.,on which the younger sand deposits,and the youngest age on the sand in Hulun Buir desert is 40aB.R. The mean annual precipitation of these regions is up to 450 mm. But these deserts locate in middle latitudes regions, where the climate is sub-humid, semi-arid continental monsoon.Under present climatic conditions, there should be no active sand dunes in northeastern China. So the appearance of active sand in northeastern China is not due to natural factors,but to extensive land reclamation and cultivation.

The economic dimensions of integrating flood management and agri-environment through washland creation: a case from Somerset, England

In many river floodplains in the UK, there has been a long history of flood defence, land reclamation and water regime management for farming. In recent years, however, changing European and national policies with respect to farming, environment and flood management are encouraging a re-appraisal of land use in rural areas. In particular, there is scope to develop, through the use of appropriate promotional mechanisms, washland areas, which will simultaneously accommodate winter inundation, support extensive farming methods, deliver environmental benefits, and do this in a way which can underpin the rural economy. This paper explores the likely economic impacts of the development of flood storage and washland creation. In doing so, consideration is given to feasibility of this type of development, the environmental implications for a variety of habitats and species, and the financial and institutional mechanisms required to achieve implementation. (C) 2007 Elsevier Ltd. All rights reserved.

Season of birth and sheep husbandry in late Roman and Medieval coastal Flanders: a pilot study using tooth enamel d18O analysis

From the early Roman period, there is archaeological evidence for the exploitation of the Flemish coastal plain (Belgium) for a range of activities, such as sheep herding on the then developing salt-marshes and salt-meadows for the production of wool. During the early Middle Ages, this culminated in the establishment of dedicated ‘sheep estates’. This phase of exploitation was followed by extensive drainage and land reclamation measures in the high Medieval period, transforming areas into grassland, suited for cattle breeding. As part of a larger project investigating the onset, intensification and final decline of sheep management in coastal Flanders in the historical period, this pilot study presents the results of sequential sampling and oxygen isotope analysis of a number of sheep teeth (M2, n = 8) from four late Roman and Medieval sites (dating from 4th to 15th century AD), in order to assess potential variations in season of birth between the different sites and through time. In comparison with published data from herds of known birth season, incremental enamel data from the Flemish sites are consistent with late winter/spring births, with the possibility of some instances of slightly earlier parturition. These findings suggest that manipulation of season of birth was not a feature of the sheep husbandry-based economies of early historic Flanders, further evidencing that wool production was the main purpose of contemporary sheep rearing in the region. Manipulation of season of birth is not likely to have afforded economic advantage in wool-centred economies, unlike in some milk- or meat-based regimes.

Identificacao e mapeamento de areas de desertificacao sob clima umido no Brasil

Environmental management mistakes are now strongly affecting some areas such as the agricultural areas of the southwest of the State of Rio Grande do Sul. The sandy soils in this region are adequate for the beefcattle activity, but ignoring technical reports great incentive was given to the soybean culture. The result was a very fast degradation of the arable layer and several places are considered real small deserts. The objective of this work is the mapping of these areas as well instable areas and gathering all the technical measures which were suggest for the land reclamation. -from English summary

Sucessão ecológica: análise das concepções de estudantes ingressantes em um curso de Biologia por meio da história e transposição deste conceito

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Agregação de um latossolo em recuperação após 5 anos

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

Individuazione di tecniche di gestione idrica-agronomica e di ricarica dell’acquifero freatico costiero per limitare la salinizzazione delle acque sotterranee e dei suoli.

Nel Comune di Ravenna, oltre 6.800 ettari di terreni agricoli sono a rischio salinizzazione, a causa dell’alta salinità delle acque sotterranee presenti all’interno dell’acquifero freatico costiero. L'area è interessata da subsidenza naturale, per compattazione dei sedimenti alluvionali e antropica, causata dall’estrazione di gas e dall’eccessivo sfruttamento delle acque sotterranee. Ne deriva che la maggior parte di questo territorio è sotto il livello medio del mare e l'agricoltura, così come ogni altra attività umana, è possibile grazie ad una fitta rete di canali di drenaggio che garantiscono il franco di coltivazione. L’agricoltura è una risorsa importante per la zona, ma a causa della scarsa disponibilità di acque dolci e per l’aumento dei processi di salinizzazione dei suoli, necessita di un cambiamento. Servono pratiche agricole sostenibili, con idonei requisiti irrigui, di drenaggio del suolo, di resistenza alla salinizzazione e di controllo del suolo. Dopo un’analisi generale sulle condizioni dell’acquifero, è stato monitorato un transetto di 10km rappresentativo della parte costiera di Ravenna. Infine, con l'obiettivo di comprendere l'interazione tra un canale d'irrigazione e le acque sotterranee, una piccola area agricola (12 ettari), è stata monitorata nel corso del 2011 utilizzando metodi idrologici, geochimici e geofisici. I risultati di questo lavoro mostrano una diffusa salinizzazione della falda freatica, ma anche la presenza di una lente d'acqua dolce spessa 5m, a 400m dalla linea di riva, con caratteristiche chimiche (hydrofacies) tipici di acque continentali e con dimensioni variabili stagionalmente. Questa bolla di acqua dolce si è originata esclusivamente dalle infiltrazioni dal canale d’irrigazione presente, in quanto, il contributo dell’irrigazione superficiale è stato nullo. Sfruttando la rete di canali di drenaggio già presente sarebbe possibile estendere questo processo d’infiltrazione da canale in altre porzioni dell’acquifero allo scopo di ricaricare l’acquifero stesso e limitare la salinizzazione dei suoli.

Sedimentological and palynological study of sediment cores from the northern Mekong River Delta

A sedimentological and palynological study of three sediment cores from the northern Mekong River Delta shows the regional sedimentary and environmental development since the mid-Holocene sea level highstand. A sub- to intertidal flat deposit of mid-Holocene age is recorded in the northernmost core. Shoreline deposits in all three cores show descending ages from N to S documenting 1) the early stages of the late Holocene regression and 2) the subsequent delta progradation. The delta plain successions vary from floodplain deposits with swamp-like elements to natural levee sediments. The uppermost sediments in all cores show human disturbance to varying degrees. The most intense alteration is recorded in the northernmost core where the palynological signal together with a charcoal peak indicates the profound change of the environment during the modern land reclamation. The sediments from at least one of the three presented cores do not show a "true" delta facies succession, but rather estuary-like features, as also observed in records from southern Cambodia. This absence is probably due to lack of accommodation space during the initial phase of rapid delta progradation which impeded the development of "true" delta successions as shown in cores from the southern Mekong River Delta.

Analysis of the static and dynamic behaviour of hydraulic fills

En la actualidad existe un gran conocimiento en la caracterización de rellenos hidráulicos, tanto en su caracterización estática, como dinámica. Sin embargo, son escasos en la literatura estudios más generales y globales de estos materiales, muy relacionados con sus usos y principales problemáticas en obras portuarias y mineras. Los procedimientos semi‐empíricos para la evaluación del efecto silo en las celdas de cajones portuarios, así como para el potencial de licuefacción de estos suelos durantes cargas instantáneas y terremotos, se basan en estudios donde la influencia de los parámetros que los rigen no se conocen en gran medida, dando lugar a resultados con considerable dispersión. Este es el caso, por ejemplo, de los daños notificados por el grupo de investigación del Puerto de Barcelona, la rotura de los cajones portuarios en el Puerto de Barcelona en 2007. Por estos motivos y otros, se ha decidido desarrollar un análisis para la evaluación de estos problemas mediante la propuesta de una metodología teórico‐numérica y empírica. El enfoque teórico‐numérico desarrollado en el presente estudio se centra en la determinación del marco teórico y las herramientas numéricas capaces de solventar los retos que presentan estos problemas. La complejidad del problema procede de varios aspectos fundamentales: el comportamiento no lineal de los suelos poco confinados o flojos en procesos de consolidación por preso propio; su alto potencial de licuefacción; la caracterización hidromecánica de los contactos entre estructuras y suelo (camino preferencial para el flujo de agua y consolidación lateral); el punto de partida de los problemas con un estado de tensiones efectivas prácticamente nulo. En cuanto al enfoque experimental, se ha propuesto una metodología de laboratorio muy sencilla para la caracterización hidromecánica del suelo y las interfaces, sin la necesidad de usar complejos aparatos de laboratorio o procedimientos excesivamente complicados. Este trabajo incluye por tanto un breve repaso a los aspectos relacionados con la ejecución de los rellenos hidráulicos, sus usos principales y los fenómenos relacionados, con el fin de establecer un punto de partida para el presente estudio. Este repaso abarca desde la evolución de las ecuaciones de consolidación tradicionales (Terzaghi, 1943), (Gibson, English & Hussey, 1967) y las metodologías de cálculo (Townsend & McVay, 1990) (Fredlund, Donaldson and Gitirana, 2009) hasta las contribuciones en relación al efecto silo (Ranssen, 1985) (Ravenet, 1977) y sobre el fenómeno de la licuefacción (Casagrande, 1936) (Castro, 1969) (Been & Jefferies, 1985) (Pastor & Zienkiewicz, 1986). Con motivo de este estudio se ha desarrollado exclusivamente un código basado en el método de los elementos finitos (MEF) empleando el programa MATLAB. Para ello, se ha esablecido un marco teórico (Biot, 1941) (Zienkiewicz & Shiomi, 1984) (Segura & Caron, 2004) y numérico (Zienkiewicz & Taylor, 1989) (Huerta & Rodríguez, 1992) (Segura & Carol, 2008) para resolver problemas de consolidación multidimensional con condiciones de contorno friccionales, y los correspondientes modelos constitutivos (Pastor & Zienkiewicz, 1986) (Fiu & Liu, 2011). Asimismo, se ha desarrollado una metodología experimental a través de una serie de ensayos de laboratorio para la calibración de los modelos constitutivos y de la caracterización de parámetros índice y de flujo (Castro, 1969) (Bahda 1997) (Been & Jefferies, 2006). Para ello se han empleado arenas de Hostun como material (relleno hidráulico) de referencia. Como principal aportación se incluyen una serie de nuevos ensayos de corte directo para la caracterización hidromecánica de la interfaz suelo – estructura de hormigón, para diferentes tipos de encofrados y rugosidades. Finalmente, se han diseñado una serie de algoritmos específicos para la resolución del set de ecuaciones diferenciales de gobierno que definen este problema. Estos algoritmos son de gran importancia en este problema para tratar el procesamiento transitorio de la consolidación de los rellenos hidráulicos, y de otros efectos relacionados con su implementación en celdas de cajones, como el efecto silo y la licuefacciones autoinducida. Para ello, se ha establecido un modelo 2D axisimétrico, con formulación acoplada u‐p para elementos continuos y elementos interfaz (de espesor cero), que tratan de simular las condiciones de estos rellenos hidráulicos cuando se colocan en las celdas portuarias. Este caso de estudio hace referencia clara a materiales granulares en estado inicial muy suelto y con escasas tensiones efectivas, es decir, con prácticamente todas las sobrepresiones ocasionadas por el proceso de autoconsolidación (por peso propio). Por todo ello se requiere de algoritmos numéricos específicos, así como de modelos constitutivos particulares, para los elementos del continuo y para los elementos interfaz. En el caso de la simulación de diferentes procedimientos de puesta en obra de los rellenos se ha requerido la modificacion de los algoritmos empleados para poder así representar numéricamente la puesta en obra de estos materiales, además de poder realizar una comparativa de los resultados para los distintos procedimientos. La constante actualización de los parámetros del suelo, hace también de este algoritmo una potente herramienta que permite establecer un interesante juego de perfiles de variables, tales como la densidad, el índice de huecos, la fracción de sólidos, el exceso de presiones, y tensiones y deformaciones. En definitiva, el modelo otorga un mejor entendimiento del efecto silo, término comúnmente usado para definir el fenómeno transitorio del gradiente de presiones laterales en las estructuras de contención en forma de silo. Finalmente se incluyen una serie de comparativas entre los resultados del modelo y de diferentes estudios de la literatura técnica, tanto para el fenómeno de las consolidaciones por preso propio (Fredlund, Donaldson & Gitirana, 2009) como para el estudio del efecto silo (Puertos del Estado, 2006, EuroCódigo (2006), Japan Tech, Stands. (2009), etc.). Para concluir, se propone el diseño de un prototipo de columna de decantación con paredes friccionales, como principal propuesta de futura línea de investigación. Wide research is nowadays available on the characterization of hydraulic fills in terms of either static or dynamic behavior. However, reported comprehensive analyses of these soils when meant for port or mining works are scarce. Moreover, the semi‐empirical procedures for assessing the silo effect on cells in floating caissons, and the liquefaction potential of these soils during sudden loads or earthquakes are based on studies where the underlying influence parameters are not well known, yielding results with significant scatter. This is the case, for instance, of hazards reported by the Barcelona Liquefaction working group, with the failure of harbor walls in 2007. By virtue of this, a complex approach has been undertaken to evaluate the problem by a proposal of numerical and laboratory methodology. Within a theoretical and numerical scope, the study is focused on the numerical tools capable to face the different challenges of this problem. The complexity is manifold; the highly non‐linear behavior of consolidating soft soils; their potentially liquefactable nature, the significance of the hydromechanics of the soil‐structure contact, the discontinuities as preferential paths for water flow, setting “negligible” effective stresses as initial conditions. Within an experimental scope, a straightforward laboratory methodology is introduced for the hydromechanical characterization of the soil and the interface without the need of complex laboratory devices or cumbersome procedures. Therefore, this study includes a brief overview of the hydraulic filling execution, main uses (land reclamation, filled cells, tailing dams, etc.) and the underlying phenomena (self‐weight consolidation, silo effect, liquefaction, etc.). It comprises from the evolution of the traditional consolidation equations (Terzaghi, 1943), (Gibson, English, & Hussey, 1967) and solving methodologies (Townsend & McVay, 1990) (Fredlund, Donaldson and Gitirana, 2009) to the contributions in terms of silo effect (Ranssen, 1895) (Ravenet, 1977) and liquefaction phenomena (Casagrande, 1936) (Castro, 1969) (Been & Jefferies, 1985) (Pastor & Zienkiewicz, 1986). The novelty of the study lies on the development of a Finite Element Method (FEM) code, exclusively formulated for this problem. Subsequently, a theoretical (Biot, 1941) (Zienkiewicz and Shiomi, 1984) (Segura and Carol, 2004) and numerical approach (Zienkiewicz and Taylor, 1989) (Huerta, A. & Rodriguez, A., 1992) (Segura, J.M. & Carol, I., 2008) is introduced for multidimensional consolidation problems with frictional contacts and the corresponding constitutive models (Pastor & Zienkiewicz, 1986) (Fu & Liu, 2011). An experimental methodology is presented for the laboratory test and material characterization (Castro 1969) (Bahda 1997) (Been & Jefferies 2006) using Hostun sands as reference hydraulic fill. A series of singular interaction shear tests for the interface calibration is included. Finally, a specific model algorithm for the solution of the set of differential equations governing the problem is presented. The process of consolidation and settlements involves a comprehensive simulation of the transient process of decantation and the build‐up of the silo effect in cells and certain phenomena related to self‐compaction and liquefaction. For this, an implementation of a 2D axi‐syimmetric coupled model with continuum and interface elements, aimed at simulating conditions and self‐weight consolidation of hydraulic fills once placed into floating caisson cells or close to retaining structures. This basically concerns a loose granular soil with a negligible initial effective stress level at the onset of the process. The implementation requires a specific numerical algorithm as well as specific constitutive models for both the continuum and the interface elements. The simulation of implementation procedures for the fills has required the modification of the algorithm so that a numerical representation of these procedures is carried out. A comparison of the results for the different procedures is interesting for the global analysis. Furthermore, the continuous updating of the model provides an insightful logging of variable profiles such as density, void ratio and solid fraction profiles, total and excess pore pressure, stresses and strains. This will lead to a better understanding of complex phenomena such as the transient gradient in lateral pressures due to silo effect in saturated soils. Interesting model and literature comparisons for the self‐weight consolidation (Fredlund, Donaldson, & Gitirana, 2009) and the silo effect results (Puertos del Estado (2006), EuroCode (2006), Japan Tech, Stands. (2009)). This study closes with the design of a decantation column prototype with frictional walls as the main future line of research.

Economics of Wheat in Egypt

Este estudio pretende estimar la eficiencia y la productividad de las principales provincias de la producción de trigo en Egipto. Los datos utilizados en este estudio son datos de panel a nivel de provincias del período 1990-2012, obtenidos del Ministerio de Agricultura y Recuperación Tierras, y de la Agencia Central de Movilización Pública y Estadística, Egipto. Se aplica el enfoque de fronteras estocásticas para medir la eficiencia (función de producción de Cobb-Douglas) y se emplean las especificaciones de Battese y Coelli (1992) y (1995). También se utiliza el índice de Malmquist como una aproximación no paramétrica (Análisis de Envolvente de Datos) para descomponer la productividad total de los factores de las principales provincias productoras de trigo en Egipto en cambio técnico y cambio de eficiencia. El coeficiente de tierra es positivo y significativo en los dos especificaciones Battese y Coelli (1992) y (1995), lo que implica que aumentar la tierra para este cultivo aumentaría significativamente la producción de trigo. El coeficiente de trabajo es positivo y significativo en la especificación de Battese y Coelli (1992), mientras que es positivo y no significativo en la especificación de Battese y Coelli (1995). El coeficiente de la maquinaria es negativo y no significativo en las dos especificaciones de Battese y Coelli (1992) y (1995). El coeficiente de cambio técnico es positivo y no significativo en la especificación de Battese y Coelli (1992), mientras que es positiva y significativo en la especificación de Battese y Coelli (1995). Las variables de efectos del modelo de ineficiencia Battese y Coelli (1995) indican que no existe impacto de las diferentes provincias en la producción de trigo en Egipto; la ineficiencia técnica de la producción de trigo tendió a disminuir durante el período de estudio; y no hay ningún impacto de género en la producción de trigo en Egipto. Los niveles de eficiencia técnica varían entre las diferentes provincias para las especificaciones de Battese y Coelli (1992) y (1995); el nivel mínimo medio de eficiencia técnica es 91.61% en la provincia de Fayoum, mientras que el nivel máximo medio de la eficiencia técnica es 98.69% en la provincia de Dakahlia. La eficiencia técnica toma un valor medio de 95.37%, lo que implica poco potencial para mejorar la eficiencia de uso de recursos en la producción de trigo. La TFPCH de la producción de trigo en Egipto durante el período 1990-2012 tiene un valor menor que uno y muestra un declive. Esta disminución es debida más al componente de cambio técnico que al componente de cambio de eficiencia. La disminución de TFPCH mejora con el tiempo. La provincia de Menoufia tiene la menor disminución en TFPCH, 6.5%, mientras que dos provincias, Sharkia y Dakahlia, son las que más disminuyen en TFPCH, 13.1%, en cada uno de ellas. Menos disminución en TFPCH ocurre en el período 2009-2010, 0.3%, mientras que más disminución se produce en TFPCH en el período 1990-1991, 38.9%. La disminución de la PTF de la producción de trigo en Egipto se atribuye principalmente a la mala aplicación de la tecnología. ABSTRACT The objectives of this study are to estimate the efficiency and productivity of the main governorates of wheat production in Egypt. The data used in this study is a panel data at the governorates level, it represents the time period 1990-2012 and taken from the Ministry of Agriculture and Land Reclamation, and the Central Agency for Public Mobilization and Statistics, Egypt. We apply the stochastic frontier approach for efficiency measurement (Cobb-Douglas production function) and the specifications of Battese and Coelli (1992) and (1995) are employed. Also we use Malmquist TFP index as a non-parametric approach (DEA) to decompose total factor productivity of the main governorates of wheat production in Egypt into technical change and efficiency change. The coefficient of land is positive and significant at Battese and Coelli (1992) and (1995) specifications, implying that increasing the wheat area could significantly enhance the production of wheat. The coefficient of labor is positive and significant at Battese and Coelli (1992) specification, while it is positive and insignificant at Battese and Coelli (1995) specification. The coefficient of machinery is negative and insignificant at the specifications of Battese and Coelli (1992) and (1995). The technical change coefficient is positive and insignificant at Battese and Coelli (1992) specification, while it is positive and significant at Battese and Coelli (1995) specification. The variables of the inefficiency effect model indicate that there is no impact from the location of the different governorates on wheat production in Egypt, the technical inefficiency of wheat production tended to decrease through the period of study, and there is no impact from the gender on wheat production in Egypt. The levels of technical efficiency vary among the different governorates for the specifications of Battese and Coelli (1992) and (1995); the minimum mean level of technical efficiency is 91.61% at Fayoum governorate, while the maximum mean level of technical efficiency is 98.69% at Dakahlia governorate. The technical efficiency takes an average value of 95.37%, this implying that little potential exists to improve resource use efficiency in wheat production. The TFPCH of wheat production in Egypt during the time period 1990-2012 has a value less than one and shows a decline; this decline is due mainly to the technical change component than the efficiency change component. The decline in TFPCH is generally improves over time. Menoufia governorate has the least declining in TFPCH by 6.5%, while two governorates, Sharkia and Dakahlia have the most declining in TFPCH by 13.1% for each of them. The least declining in TFPCH occurred at the period 2009- 2010 by 0.3%, while the most declining in TFPCH occurred at the period 1990-1991 by 38.9%. The declining in TFP of wheat production in Egypt is attributed mainly to poor application of technology.

Nagele: un nuevo asentamiento en un paisaje artificial

Nagele es un asentamiento urbano situado en el Noordoostpolder, territorio neerlandés ganado al mar. Fue diseñado por arquitectos de los grupos De 8 en Opbouw entre los que destacaron Rietveld, Van Eesteren, Van Eyck, Bakema, Stam y Ruys. El proyecto se desarrolló entre 1947 y 1956, un periodo de tiempo con formas de proyectar muy ricas en interpretaciones. Los arquitectos pusieron en crisis los planteamientos historicistas de las nuevas poblaciones de los pólderes. Propusieron un nuevo prototipo, una morfología compacta y concéntrica que transmitiría igualdad a una comunidad agrícola, entendida como una sociedad urbana del siglo XX. La administración apoyó la propuesta que convertiría el proyecto en un arriesgado reto por su falta de antecedentes. La vigencia de las formulaciones permanece hoy en día en la ciudad construida, aunque con alteraciones. En los dibujos del proceso se encuentran los principales enunciados teóricos que este trabajo pretende descubrir. El trabajo aborda aspectos no suficientemente explorados, como su relación con el pólder, la evolución de las estrategias proyectivas, la ordenación paisajista y los elementos urbanos. El Noordoostpolder es la culminación de una serie de experiencias multidisciplinares en el reclamo de tierras a gran escala. Se estudia su estructura urbana policéntrica, la parcelación agrícola que origina el proyecto urbano y la vinculación de la vegetación con la infraestructura, proporcionando orientación, protección climática y escala humana, conceptos que impregnan las estrategias del proyecto urbano. La primera fase de la ordenación configuró áreas monofuncionales que respondían a cada una de las cuatro necesidades básicas del método científico de la ciudad higienista. El acontecimiento que marcó el final de la primera fase fue su presentación en el séptimo CIAM de 1949, cuyo título fue Aplicación de la Carta de Atenas. El programa residencial se dividió en clusters organizados en torno a una pradera vecinal central, vinculándose el orden vecinal, urbano y territorial. La segunda fase fue un catalizador de nuevos planteamientos. El proyecto se transformó en un In-between Realm, un escenario teórico donde coexisten fenómenos tradicionalmente antagónicos que Van Eyck denominó Twin Phenomena, convirtiéndose la ciudad en una réplica formal de la ambivalencia de la mente humana. La indefinición espacial no programada en la propuesta anterior se transformó en un conjunto de espacios urbanos, con límites y dimensiones adaptados a la escala humana. El proyecto es anterior a la obra escrita de Van Eyck por lo que estimuló sus enunciados teóricos. Unas ideas también reconocidas en los tres CIAM posteriores en los que también se expuso el proyecto. El diseño paisajista se integra en el proyecto urbano desde sus orígenes. El límite se compone de una barrera boscosa que protege climáticamente, proporciona escala humana y control visual frente a las llanuras infinitas del pólder. Van Eyck sintetizó el proyecto como una habitación verde sin techo, afirmación que dilucida su equivalencia con el de un interior doméstico. Exteriormente la ciudad se convierte en una unidad autónoma del territorio. Interiormente, un sistema jerarquizado de vegetación vinculado a la arquitectura y la infraestructura constituye espacios urbanos de diferentes escalas. La propuesta fue transformada por Boer y Ruys en un nuevo espacio urbano único, no asimilando los conceptos anteriores. El proyecto y construcción de los primeros elementos urbanos consistió en un reparto de tareas a De 8 en Opbouw, hecho que estimula estudiar su relación con el proyecto urbano. La estructura policéntrica organiza las aulas de las escuelas de Van Eyck, las diferentes áreas confesionales del cementerio de Ruys y las unidades residenciales, diseñadas por Stam, Rietveld y Stam-Besse. Los Twin Phenomena alcanzan un acuerdo en el corredor comercial, diseñado por Bakema y Van der Broek. La generación de espacios dentro de otros aparece también en el cementerio, a través de una nueva barrera boscosa y en el sistema de pliegues del muro que configura la iglesia de Bakema y Van der Broek. El proyecto se vincula a un planteamiento holístico, mediante el que el diseño de cada uno de sus elementos tiene en cuenta las estrategias proyectivas del todo del cual forma parte, convirtiéndose, al igual que las obras de De Stijl, en parte de una composición infinita que acerca arte y diseño en la vida cotidiana de la sociedad. La diversidad generacional e ideológica de estos arquitectos convirtió el proyecto en un tablero de juego sobre el que se aplicaron diferentes formas de proyectar la ciudad, ubicando a Nagele en un punto de inflexión del Movimiento Moderno. ABSTRACT The research focuses on the Nagele project, a Dutch urban settlement located in the Noordoostpolder, a territory which was entirely reclaimed from the IJsselmeer lake. It was designed by a group of architects from the De 8 and Opbouw teams, the leading protagonists being Rietveld, Van Eesteren, Van Eyck, Bakema, Stam y Ruys. It was designed from 1947 to 1956, a fruitful period in urban planning. These architects questioned the traditionalist urban design applied to the new populations in the IJsselmeer polders. Facing their principles, the work group proposed a new prototype; a compact and concentric urban pattern to foster equality in a new community of farm labourers, which was recognized by the architects as a twentieth century urban society. The government supported their new proposals. The lack of implementation of the innovatory conceptual statements subjected the project into a high-risk challenge. However, in spite of these difficulties, the basic concepts remain though partially transformed, in the actual city. The project drawings reflect the principle concepts that this work aims to discover. Some approaches that have not been sufficiently studied are tackled in this thesis. Firstly, the project´s relationship with the polder. Secondly, the evolution of projective strategies during the period of urban planning, the landscape design and the design of urban elements. The Noordoostpolder is the culmination of a series of multi-disciplinary experiences in large scale land reclamation, whose polycentric urban structure and agricultural subdivision provide the framework of Nagele. Linking the vegetation to infrastructure fostered orientation, climate protection and human scale; strategies which were repeated, though on a smaller scale, in the actual city. The first phase of the project was composed of mono-functional urban areas which responded to each of the four basic human needs indicated by the scientific method of the functional city. The presentation of the project at the seventh CIAM in 1949 was the event which marked the end of the first phase of the planning. This congress was entitled Implementation of the Athens Charter. The residential program was divided into housing clusters surrounding a central prairie, a pattern which was related to its urban and territorial whole. The second phase of the plan was subjected to a new theoretical approach. The urban planning became an In-between Realm, a theoretical scenario where traditionally antagonistic concepts coexist. Van Eyck named these concepts Twin Phenomena. The city thus conceived of as a counterform of the ambivalence of the human mind where spatial indefinition in the previous proposals was transformed into a Bunch of Places with defined boundaries and dimensions, all of which reflecting human scale. The landscape design was integrated into the urban project from its inception. The limits consist of a green wind-barrier which not only provides climate protection but also provides human scale and visual control towards the unlimited plains of the polder. Van Eyck summarised the project as a green room without a roof. This statement elucidates its equivalence to a domestic interior. Outwardly, the city becomes an autonomous unit on the territory. Inwardly a hierarchical vegetation system is linked to architecture and infrastructure. Together, they configure different scales of urban spaces. The proposal was transformed by Boer and Ruys into a unique urban space without assimilating Van Eyck´s concepts. The study of the Nagele landscape project of Nagele and the writings of Van Eyck verify the fact that many of his theoretical foundations (In-between Realm, Twin Phenomena, Bunch of Places, Right Scale) can be applied not only to architecture and city but also to landscape design. The application of these principles led the Nagele project to become a counterform of Van Eyck´s thinking. The design and construction of the first urban elements involved a distribution of tasks to De 8 en Opbouw, which stimulated their relationship with the urban project. The polycentric structure organised the school classrooms outlined by Van Eyck, the different areas of the cemetery planned by Ruys and the housing clusters designed by Stam, Rietveld and Stam-Besse. The Twin Phenomena concept can be applied in Van der Broek´s shopping corridor. The concept space within another space is also implemented in the cemetery surrounded by a new green barrier, and in the church built by Van der Broek and Bakema, whose spaces are configured by a folding wall. The project takes a holistic approach, which considers the design of each element within the strategies of the whole, where they become parts of an infinite composition, as in the art works of De Stijl fostering art and design to ordinary people´s daily lives. The generational and ideological diversity of these architects turned the project into a game board on which different ways of planning the city were played, obtaining Nagele the distinction of being a turning point of Modernism.