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Flood Control (flood + control)
Selected AbstractsFlood control and land use management in Mengwa retention area, Huai River Basin,IRRIGATION AND DRAINAGE, Issue 4 2004Han Ruiguang Contrôle des crues; gestion de l'occupation du sol; aire d'épandage Abstract Retention areas have a very important role in flood alleviation in the Huai River Basin. With economic and societal development the former retention areas have been developed and some of them even became very important urban areas. When floods come, there is a lot of damage. The government has realized that the flood control standards in the whole river basin are low and has made a plan to increase flood control standards for the Mengwa retention area. The design water level will be 28.00,m+MSL at Runheji. In light of this the use of the Mengwa retention area needs to be considered. To arrive at decisions that reduce flood damage, one should take into account the following uncertainties: the river discharge, the flood damage given the discharge, the downstream water level given the discharge, and the costs of constructing embankments and dredging the river. By using the DUFLOW model and a GIS model, the present situation and the alternative development options have been analysed. How to use the Mengwa retention area is also discussed. Copyright © 2004 John Wiley & Sons, Ltd. Les zones d'expansion jouent un rôle important dans la réduction des crues du fleuve Huia. Ces zones ont connu le même développement économique et social que le reste de la région, et certaines sont maintenant fortement urbanisées. Les crues y provoquent beaucoup de dégâts. Le gouvernement a pris conscience que les critères pour contrôler les crues dans le bassin versant sont insuffisants, et a élaboré un plan pour améliorer ce contrôle dans l'aire d'épandage de Mengwa. Le niveau d'eau de référence retenu est à la cote 28,m, prise à Runheji. Ceci implique de reconsidérer l'utilisation de la zone d'expansion. Les décisions permettant de réduire les dégâts dus aux crues ont été élaborées à partir des paramètres suivants: débit du fleuve, relation entre le débit et les dégâts dus aux crues, niveau d'eau en aval, coûts de renforcement des digues, coût du dragage. La situation actuelle et les possibilités d'amélioration ont été analysées avec le modèle DUFLOW et un SIG. L'utilisation de la zone d'expansion de Mwenga est examinée également. Copyright © 2004 John Wiley & Sons, Ltd. [source] Conservation of the Biodiversity of Brazil's Inland WatersCONSERVATION BIOLOGY, Issue 3 2005ANGELO A. AGOSTINHO Threatened freshwater species include 44 species of invertebrates (mostly Porifera) and 134 fishes (mostly Cyprinodontiformes, Rivulidae), primarily distributed in south and southeastern Brazil. Reasons for the declines in biodiversity in Brazilian inland waters include pollution and eutrophication, siltation, impoundments and flood control, fisheries, and species introductions. These problems are more conspicuous in the more-developed regions. The majority of protected areas in Brazil have been created for terrestrial fauna and flora, but they also protect significant water bodies and wetlands. As a result, although very poorly documented, these areas are of great importance for aquatic species. A major and pressing challenge is the assessment of the freshwater biodiversity in protected areas and surveys to better understand the diversity and geography of freshwater species in Brazil. The concept of umbrella species (e.g., certain migratory fishes) would be beneficial for the protection of aquatic biodiversity and habitats. The conservation and improved management of river corridors and associated floodplains and the maintenance of their hydrological integrity is fundamental to preserving Brazil's freshwater biodiversity and the health of its aquatic resources. Resumen:,En términos de biodiversidad, las aguas interiores de Brasil son de enorme importancia global para Algae (25% de las especies del mundo), Porifera (Demospongiae, 33%), Rotifera (25%), Cladocera (Branchiopoda, 20%) y peces (21%). Las especies dulceacuícolas amenazadas incluyen a 44 especies de invertebrados (la mayoría Porifera) y 134 de peces (en su mayor parte Cyprinodontiformes, Rivulidae), distribuidos principalmente en el sur y sureste de Brasil. Las razones de la declinación en la biodiversidad de aguas interiores de Brasil incluyen contaminación y eutrofización, sedimentación, represas y control de inundaciones, pesquerías e introducción de especies. Estos problemas son más conspicuos en las regiones más desarrolladas. La mayoría de las áreas protegidas en Brasil han sido creadas para fauna y flora terrestres, pero también protegen a considerable número de cuerpos de agua y humedales y, aunque muy deficientemente documentado, como tales son de gran importancia para las especies acuáticas. La evaluación de la biodiversidad dulceacuícola en áreas protegidas y muestreos para un mejor entendimiento de la diversidad y geografía de especies dulceacuícolas de Brasil son un reto mayor y apremiante. El concepto de especies sombrilla (e.g., ciertos peces migratorios) sería benéfico para la protección de biodiversidad y hábitats acuáticos. La conservación y perfeccionamiento de la gestión de corredores fluviales y las llanuras de inundación asociadas y el mantenimiento de su integridad hidrológica son fundamentales para preservar la biodiversidad dulceacuícola de Brasil y la salud de sus recursos acuáticos. [source] The use of short-lived radionuclides to quantify transitional bed material transport in a regulated riverEARTH SURFACE PROCESSES AND LANDFORMS, Issue 4 2007Nira L. Salant Abstract We investigate the use of the short-lived fallout radionuclide beryllium-7 (7Be; t1/2 = 53·4 days) as a tracer of medium and coarse sand (0·25,2 mm), which transitions between transport in suspension and as bed load, and evaluate the effects of impoundment on seasonal and spatial variations in bed sedimentation. We measure 7Be activities in approximately monthly samples from point bar and streambed sediments in one unregulated and one regulated stream. In the regulated stream our sampling spanned an array of flow and management conditions during the annual transition from flood control in the winter and early spring to run-of-the-river operation from late spring to autumn. Sediment stored behind the dam during the winter quickly became depleted in 7Be activity. This resulted in a pulse of ,dead' sediment released when the dam gates were opened in the spring which could be tracked as it moved downstream. Measured average sediment transport velocities (30,80 metres per day (m d,1)) exceed those typically reported for bulk bed load transport and are remarkably constant across varied flow regimes, possibly due to corresponding changes in bed sand fraction. Results also show that the length scale of the downstream impact of dam management on sediment transport is short (c. 1 km); beyond this distance the sediment trapped by the dam is replaced by new sediment from tributaries and other downstream sources. Copyright © 2006 John Wiley & Sons, Ltd. [source] A regional frequency analysis of United Kingdom extreme rainfall from 1961 to 2000INTERNATIONAL JOURNAL OF CLIMATOLOGY, Issue 11 2003H. J. Fowler Abstract Multi-day rainfall events are an important cause of recent severe flooding in the UK, and any change in the magnitude of such events may have severe impacts upon urban structures such as dams, urban drainage systems and flood defences and cause failures to occur. Regional pooling of 1-, 2-, 5- and 10-day annual maxima for 1961 to 2000 from 204 sites across the UK is used in a standard regional frequency analysis to produce generalized extreme value growth curves for long return-period rainfall events for each of nine defined climatological regions. Temporal changes in 1-, 2-, 5- and 10-day annual maxima are examined with L-moments using both a 10 year moving window and the fixed decades of 1961,70, 1971,80, 1981,90 and 1991,2000. A bootstrap technique is then used to assess uncertainty in the fitted decadal growth curves and to identify significant trends in both distribution parameters and quantile estimates. There has been a two-part change in extreme rainfall event occurrence across the UK from 1961 to 2000. Little change is observed at 1 and 2 days duration, but significant decadal-level changes are seen in 5- and 10-day events in many regions. In the south of the UK, growth curves have flattened and 5- and 10-day annual maxima have decreased during the 1990s. However, in the north, the 10-day growth curve has steepened and annual maxima have risen during the 1990s. This is particularly evident in Scotland. The 50 year event in Scotland during 1961,90 has become an 8-year, 11-year and 25-year event in the East, South and North Scotland pooling regions respectively during the 1990s. In northern England the average recurrence interval has also halved. This may have severe implications for design and planning practices in flood control. Copyright © 2003 Royal Meteorological Society [source] Similarities and differences in the historical development of flood management in the alluvial stretches of the Lower Mississippi Basin and the Rhine Basin,§IRRIGATION AND DRAINAGE, Issue S1 2006Dick de Bruin ingénierie hydraulique fluviale; développement historique des bassins du Rhin et du Mississippi inférieur; plaines alluviales Abstract Although the rivers Rhine and Mississippi cannot be compared as features of nature,the Mississippi River as a feature of nature is much bigger and more impressive than the Rhine,one can still observe striking similarities on flood management in both river basins, in particular in the alluvial flat reaches. But there are also some fundamental differences, not only technically but also institutionally. Since industrialization (around 1800), inland navigation became a major user on both river systems and later flood control started developing more fundamentally. Large intervention works were needed, mainly developed and based on trial and error. In both cases it has led to irreversible effects, which demand continuous attention. For the alluvial stretches in both river basins, a review is given on the most important developments in river engineering over the last two centuries. For both rivers, nautical management and flood control were held in one institutional hand at national/federal level, because both uses/sectors need the creation and regular maintenance of one similar issue: a stable and deep main channel. But the way in which in particular flood management gradually developed institutionally, as an essential part of integrated water management in the alluvial flat lower reaches of both river systems, has diverged. Discussions on financing, priorities, public disclosure, multifunctional aspects, etc. have led in both basins to lengthy procedures and complicated policy making. This paper elaborates on the historic development of fundamentals in river engineering and river management in the alluvial plains of the Rhine Basin and the Lower Mississippi Basin, more in particular focusing on the development of flood protection dikes, and on the stabilization of major channels. Copyright © 2006 John Wiley & Sons, Ltd. Bien que le Rhin et le Mississippi ne puissent pas être comparés en termes physiques,le Mississippi est beaucoup plus grand et impressionnant que le Rhin,on peut pourtant observer des similitudes saisissantes dans la protection contre les inondations des deux bassins, en particulier dans les plaines alluviales. Mais il existe également quelques différences fondamentales, non seulement techniques mais institutionnelles. Depuis les débuts de l'industrialisation (vers 1800), la navigation est devenue un usage très important sur les deux fleuves et la protection contre les inondations à commencer à se mettre en place de façon plus systématique. De grands travaux d'intervention ont été nécessaires, principalement basés sur la règle empirique de l'essai/erreur. Dans les deux cas, ceci a entraîné des effets irréversibles, qui nécessitent une surveillance permanente. Pour les plaines alluviales des deux bassins, l'article passe en revue la plupart des développements de l'ingénierie hydraulique fluviale des deux cent dernières années. Pour les deux fleuves, la gestion de la navigation et la protection contre les inondations ont été regroupées dans une même institution au niveau national/fédéral, parce que les deux usages/secteurs demandaient la création et l'entretien régulier d'une même infrastructure: un canal principal stable et profond. Mais la manière dont la protection contre les inondations s'est progressivement développée sur le plan institutionnel, comme élément essentiel de la gestion intégrée de l'eau dans les plaines alluviales des deux fleuves, s'est différenciée. Des débats sur le financement, les priorités, l'information du public, les aspects multi fonctionnels, etc., ont conduit les deux bassins à mettre en place des procédures lourdes et des prises de décision complexes. Cet article présente le développement historique des principes fondamentaux de l'hydraulique fluviale et de la gestion de fleuve dans les plaines alluviales du bassin du Rhin et du bassin inférieur du Mississippi, en mettant l'accent sur le développement des digues de protection et la stabilisation des canaux principaux. Copyright © 2006 John Wiley & Sons, Ltd. [source] From philosophy to action: accomplishing harmonious coexistence between man and flood,,IRRIGATION AND DRAINAGE, Issue 3 2006Liu Ning maîtrise des inondations/réduction des dommages et irrigation/drainage; dégâts des inondations; coexistence harmonieuse entre l'homme et l'inondation Abstract This paper briefly introduces the situation of flood, drought and waterlogging disasters in China. The close relations between flood control/disaster mitigation and irrigation/drainage are presented. By analysing the characteristics of flooding disasters in China, an understanding of flooding disasters is presented. Finally, in combination with current exploration and practice of new water management concepts, the philosophies and countermeasures for flood control and disaster mitigation are presented. Copyright © 2006 John Wiley & Sons, Ltd. Cet article présente brièvement la situation des catastrophes liées aux inondations, aux sècheresses et aux engorgement de sols en Chine. Les relations étroites entre maî;trise des inondations et réductions des dommages, d'une part, et irrigation et drainage, d'autre part, y sont présentées. L'analyse des caractéristiques des inondations en Chine permet de mieux les comprendre. En conclusion, en combinaison avec les nouveaux concepts de gestion de l'eau, les philosophies et les pratiques de la gestion des inondations et de la réduction de leurs dommages sont présentées. Copyright © 2006 John Wiley & Sons, Ltd. [source] Wetlands, livelihoods and sustainability in TanzaniaAFRICAN JOURNAL OF ECOLOGY, Issue 2009A. G. Mwakaje Abstract Wetlands in Tanzania are among the world's most biologically productive ecosystems and are rich in species diversity. Wetlands support family livelihoods through crop production, grazing pastures and direct resource extractions. Ecologically, wetlands are instrumental in water storage, filtration, flood control and toxic retention and are also important habitat for biodiversity both flora and fauna. The last 30 years have witnessed rapid degradation of wetlands which threatens livelihoods; disturbs ecological settings and leads into unsustainable development. In this study, an attempt has been made to describe the livelihoods and sustainability issues of the Bahi Wetlands in Central Tanzania. This is a semi-arid area and therefore the wetland plays a key role socio-economically and environmentally. Data were collected from 200 households in Ngaiti and Kitalalo villages using structured and semi-structured questionnaires. There were also focused groups interviews, key informants and Participatory Rural Appraisal methods. Findings show Bahi Wetlands to play a significant role in livelihoods, cultural and ecological functions. However, the sustainability of the wetlands is threatened by over-cultivation, overgrazing and over-extraction of natural resources directly. Livelihood diversifications through credit provision, improved extension services and strengthened local institutions, are recommended. Wetlands policy and laws should be developed and enforced. [source] USE OF THE DELPHI METHOD IN RESOLVING COMPLEX WATER RESOURCES ISSUES,JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, Issue 1 2003Jonathan G. Taylor ABSTRACT: The tri-state river basins, shared by Georgia, Alabama, and Florida, are being modeled by the U.S. Fish and Wildlife Service and the U.S. Army Corps of Engineers to help facilitate agreement in an acrimonious water dispute among these different state governments. Modeling of such basin reservoir operations requires parallel understanding of several river system components: hydropower production, flood control, municipal and industrial water use, navigation, and reservoir fisheries requirements. The Delphi method, using repetitive surveying of experts, was applied to determine fisheries' water and lake-level requirements on 25 reservoirs in these interstate basins. The Delphi technique allowed the needs and requirements of fish populations to be brought into the modeling effort on equal footing with other water supply and demand components. When the subject matter is concisely defined and limited, this technique can rapidly assess expert opinion on any natural resource issue, and even move expert opinion toward greater agreement. [source] Reservoir resettlement in China: past experience and the Three Gorges DamTHE GEOGRAPHICAL JOURNAL, Issue 3 2001Li Heming This paper reviews involuntary resettlement resulting from dam-building, which has been ignored relative to the dominant focus of migration research in China, rural to urban migration. Reservoir resettlement in China has a long history, often of misery and hardship for those displaced. Relocatees affected by the Three Gorges Project (1994,2009) on the Yangtze River face a similar situation. In China priority has been given to building the dam to provide electricity, flood control and navigation. Less attention has been paid to the problems of the people affected by the reservoir inundation. The rural population forced to relocate and rural-urban migrants in general have been discriminated against by national policies. [source] | ||||||||||||||||