998 resultados para flood control


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Report by the Illinois Office of Water Resources on Phases III & IV of a flood hazard mitigation project in Rosemont, Illinois. Phase III of the Willow-Higgins Flood Mitigation Project consists of widening and improving a 340-foot reach of Willow-Higgins Creek upstream of River Road. The improvement will include the replacement of 340 lineal feet of vertical floodwall along both sides of Willow-Higgins Creek. Phase IV of the Willow-Higgins Flood Mitigation Project consists of widening and improving a reach of Willow-Higgins Creek between the downstream end of Phase II, which is 2565 feet downstream of Higgins Road, and Granville Road; and also between Willow Creek Road and a point 160 feet downstream of Willow Creek Road. The improvement will include placement of 2200 lineal feet of vertical floodwall along the north side of Willow-Higgins Creek and 160 feet of vertical floodwall along both sides of Willow-Higgins Creek downstream of Willow Creek Road.

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"This project is being done under the authority given by the Flood Control Act of 1945 (Ill. Rev. Stat. 1989, ch. 19, par. 126a et seq.)--leaf 1.

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"Sources of information": p. 6-7.

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Bibliography: p. 22-23.

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Climate change and continuous urbanization contribute to an increased urban vulnerability towards flooding. Only relying on traditional flood control measures is recognized as inadequate, since the damage can be catastrophic if flood controls fail. The idea of a flood-resilient city – one which can withstand or adapt to a flood event without being harmed in its functionality – seems promising. But what does resilience actually mean when it is applied to urban environments exposed to flood risk, and how can resilience be achieved? This paper presents a heuristic framework for assessing the flood resilience of cities, for scientists and policy-makers alike. It enriches the current literature on flood resilience by clarifying the meaning of its three key characteristics – robustness, adaptability and transformability – and identifying important components to implement resilience strategies. The resilience discussion moves a step forward, from predominantly defining resilience to generating insight into “doing” resilience in practice. The framework is illustrated with two case studies from Hamburg, showing that resilience, and particularly the underlying notions of adaptability and transformability, first and foremost require further capacity-building among public as well as private stakeholders. The case studies suggest that flood resilience is currently not enough motivation to move from traditional to more resilient flood protection schemes in practice; rather, it needs to be integrated into a bigger urban agenda.

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Este artículo tiene por finalidad analizar las medidas de adaptación al riesgo de inundación que se han realizado en el ámbito de la Costa Brava, con especial incidencia en el papel que han tenido las obras de infraestructura hidráulica en la prevención de avenidas. Se intenta comprobar hasta que punto la percepción local dominante sobre las obras hidráulicas como una de las formas más eficientes pera la prevención de inundaciones se contradice con las nuevas tendencias tanto en relación a los costes ecológicos de la construcción de estos dispositivos hidráulicos como al planeamiento urbanístico y fluvial, en general

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Taking as an example three study cases in the Costa Brava area, this paper examines through surveys and interviews the perception of floods among residents living in hazardous areas. perception is then related to vulnerability, flood management, and citizens preferences regarding alternatives to curb flood losses in the future. The study concludes that flood awareness and the willingness to take actions regarding this hazard is clearly related to the degree of social involvement with the affairs of the local community

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Kalajoen pääuomassa on tehty suuria vesistöjärjestelyjä 1900-luvun alusta aina 2000-luvulle asti. Jokiuomaa ja sen virtaamia on muutettu mm. tulvasuojelun, voimatalouden ja uiton edistämiseksi. Merkittävimmät vesistöjärjestelyt ovat olleet Kalajoen säännöttäminen vuosina 1903–1910, Niemelänkylän pengerrys vuosina 1955–1960, Kalajoen vesistötaloussuunnitelma 1960–1970-luvulla, Kalajoen keskiosan järjestely vuosina 1967–1988, Alavieskan tulvasuojelu vuosina 1990–1992 ja Juurikosken kunnostus vuosina 2004–2005. 1970-luvunlopulta lähtien vesistöjärjestelyiden lupamääräyksiin alettiin sisällyttää velvoitteita tarkkailla hankkeiden vaikutuksia veden laatuun, kalastoon ja kalastukseen. Lisäksi aiheutetun haitan kompensoimiseksi alettiin määrätä toimenpiteitä, kuten kalaistutuksia ja kunnostustoimenpiteitä. Lupamääräykset ovat sisältäneet myös velvoitteita tarkkailla kompensaatiotoimenpiteiden tuloksellisuutta. Kalajoella valtio on ollut selvästi merkittävin toimija vesistöjärjestelyissä ja on ollut luvanhaltijana pääosassa hankkeista. Lisäksi valtio on kaikkien Kalajoen vesistön säännöstelyjen luvanhaltija. Näin ollen valtio on vastannut myös hankkeisiin liittyvistä velvoitetarkkailuista ja kompensaatiotoimenpiteistä. Merkittävimmät kompensaatiotoimenpiteet ovat olleet 4,7 miljoonan yksikesäisen vaellussiian istuttaminen vuosina 1981–2010, Kalajoen kunnostaminen mm. ravun ja nahkiaisen lisääntymisedellytysten parantamiseksi vuosina 1999–2004 ja 30 000 sukukypsän ravun istuttaminen vuosina 2003–2006. Tässä raportissa on tehty yhteenveto Kalajoen tarkkailututkimuksista vuosilta 1978–2010. Niiden perusteella on arvioitu, kuinka vesistörakentamishankkeet ja säännöstely sekä niihin liittyvät kompensaatiotoimenpiteet ovat vaikuttaneet rapu-, nahkiais- ja kalakantoihin sekä Kalajokeen niiden elinympäristönä. Lisäksi käytettävissä olevan aineiston puitteissa on arvioitu muiden tekijöiden vaikutusta rapu-, nahkiais- ja kalakantoihin.

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Poor adaptation to climate change is a major threat to sustainable rice production in Nigeria. Determinants of appropriate climate-change adaptation strategies used by rice farmers in Southwestern Nigeria have not been fully investigated. In this study, the determinants of climate change adaptation strategies used by rice farmers in Southwestern Nigeria were investigated. Data were obtained through Focus Group Discussions (FGDs) and field survey conducted in the study areas. Data obtained were analyzed using descriptive and inferential statistical tools such as percentage and regression analysis. The major climate change adaptation strategies used by the respondents included; planting improved rice variety such as Federal Agricultural Research Oryza (FARO) (80.5 %), seeking early warning information (80.9 %), shifting planting date until the weather condition was favourable (99.1 %), and using chemical fertilizer on their farms in order to maintain soil fertility (20.5 %). The determinants of climate change adaptation strategies used by the farmers, included access to early warning information (β=43.04), access to fertilizer (β=5.78), farm plot size (β=–12.04) and access to regular water supply (β=–24.79). Climate change adaptation required provision of incentives to farmers, training on drought and flood control, and the use of improved technology to obtain higher yield.

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L’autor de la publicació "Riesgo de inundaciones y ordenación del territorio en España" creu en el paper primordial de l’ordenació territorial i per aquest motiu engega una obra com aquesta que, representa una interessantísima aportació a l’estudi dels riscos a partir d’un aspecte substancial com és l’ordenació territorial

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Este artículo tiene por finalidad analizar las medidas de adaptación al riesgo de inundación que se han realizado en el ámbito de la Costa Brava, con especial incidencia en el papel que han tenido las obras de infraestructura hidráulica en la prevención de avenidas. Se intenta comprobar hasta que punto la percepción local dominante sobre las obras hidráulicas como una de las formas más eficientes pera la prevención de inundaciones se contradice con las nuevas tendencias tanto en relación a los costes ecológicos de la construcción de estos dispositivos hidráulicos como al planeamiento urbanístico y fluvial, en general

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El propósito de la presente investigación es evaluar la incidencia regional de las iniciativas chinas a favor de la gestión del agua del Río Mekong como elementos que contribuyen en la construcción de la percepción favorable para el gigante asiático. Producto del conjunto de reformas aplicadas desde 1978, China fue objeto de un crecimiento económico exponencial que algunos académicos denominan milagroso; sin embargo, dicho proceso involucró un impacto negativo sobre el medio ambiente y en particular sobre el agua del Estado. El deterioro ambiental chino implicó, por un lado, el desarrollo de medidas internas que pretenden reversar los efectos descritos en el marco de las diferentes cumbres mundiales sobre medio ambiente y por otro, la participación en iniciativas de carácter subregional que denotan cierto grado de pro-actividad del gigante asiático en materia ambiental.

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Durante os meses de julho e agosto de 2005, o Programa de Prevenção e Controle de Enchentes, da Prefeitura da Cidade do Rio de Janeiro, foi objeto de um procedimento de auditoria operacional realizado por uma equipe de técnicos do Tribunal de Contas do Município do Rio de Janeiro - TCMRJ. Esta auditoria teve como objetivo principal a avaliação do processo de implementação e gestão relativo ao programa, durante o quadriênio 2002-2005, segundo critérios de economia, eficiência, eficácia e efetividade na aplicação dos recursos. Os auditores apontaram a existência de falhas no processo de planejamento e implementação, caracterizadas basicamente por problemas relacionados à execução dos contratos e ao cumprimento das metas de aplicação definidas no planejamento do programa. Apesar dos problemas evidenciados e o registro de várias recomendações sobre oportunidades de melhoria de gestão, a conclusão geral trazida pelo relatório foi a de que não foi possível avaliar consistentemente a eficiência e a eficácia do programa. Entretanto, os resultados colhidos pela presente análise revelaram que os problemas apontados pelo tmbalho do TCMRJ disseram respeito a causas mais profundas, relacionadas à dinâmica do processo de formulação e implementação de políticas públicas, a qual, nem sempre apresenta elementos alinhados com as características e os requisitos estruturais exigidos para o correto funcionamento do modelo de gestão de desempenho. Nesta linha de desenvolvimento, este trabalho procurou organizar as evidências coletadas pela auditoria do TCMRJ em meio a uma estrutura de análise capaz de relacionar os problemas apontados aos seus fatores causativos. Não se trata aqui de questionar a validade metodológica do trabalho conduzido pelo TCMRJ, mas sim, de colocá-lo frente a uma perspectiva de análise mais estruturada e em face a seu real objeto de análise: o modelo de gestão orientada para resultados - suas camcterísticas, requisitos e limitações.

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The management of water resources in the river basin level, as it defines the Law nº 9433/97, requires the effective knowledge of the processes of hydrological basin, resulting from studies based on consistent series of hydrological data that reflect the characteristics of the basin. In this context, the objective of this work was to develop the modeling of catchment basin of the river Jundiaí - RN and carry out the study of attenuation of a flood of the dam Tabatinga, by means of a monitoring project of hydrological data and climatology of the basin, with a view to promoting the development of research activities by applying methodologies unified and appropriate for the assessment of hydrological studies in the transition region of the semiarid and the forest zone on the coast of Rio Grande do Norte. For the study of the hydrological characteristics of the basin was conducted the automatic design of the basin of the river Jundiaí, with the aid of programs of geoprocessing, was adopted a hydrological model daily, the NRCS, which is a model determined and concentrated. For the use of this model was necessary to determine some parameters that are used in this model, as the Curve Number. Having in mind that this is the first study that is being conducted in the basin with the employment of this model, it was made sensitivity analysis of the results of this model from the adoption of different values of CN, situated within a range appropriate to the conditions of use, occupation and the nature of the soil of this basin. As the objective of this study was also developing a simulation model of the operation of the Tabatinga dam and with this flood control caused in the city of Macaíba, it was developed a mathematical model of fluid balance, developed to be used in Microsoft Excel. The simulation was conducted in two phases: the first step was promoted the water balance daily that allowed the analysis of the sensitivity of the model in relation to the volume of waiting, as well as the determination of the period of greatest discharges daily averages. From this point, it was assumed for the second stage, which was in the determination of the hydrograph of discharges effluent slots, that was determined by means of the fluid balance time, on the basis of the discharges effluents generated by a mathematical equation whose parameters were adjusted according to the hydrograph daily. Through the analyzes it was realized that the dam Tabatinga only has how to carry out the attenuation of floods through the regularization of the volume of waiting, with this there is a loss of approximately 56.5% on storage capacity of this dam, because for causing the attenuation effect of filled the shell of this dam has to remain more than 5m below the level of the sill, representing at least 50.582.927m3. The results obtained with the modeling represents a first step in the direction of improving the level of hydrological information about the behavior of the basins of the semiarid. In order to monitor quantitatively the hydrographic basin of the river Jundiaí will be necessary to install a rain gauge register, next to the Tabatinga dam and a pressure transducer, for regular measurements of flow in the reservoir of the dam. The climatological data will be collected in full automatic weather station installed in Agricultural School Jundiaí

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This study objective was to evaluate the effective revegetation in a Mogi Guaçu River degraded floodplain area, located at Luiz Antonio municipality (21° 31' S e 47° 55' W), São Paulo State, Brazil. Two native riparian forest remnants (RIP1 and RIP2) and three 10-year-old reforested areas, planted of native species (R1, R2 and R3), were analyzed by using phytosociological describers of the arboreal stratum (trees with DBH ≥ 5 cm) as indicators. The arboreal stratum inventory was accomplished by 180 plots (10 × 10 m each), 60 representing every native forest and 20 for every reforested area. A total of 60 arboreal species was recorded, only six species (Cecropia hololeuca, Crotón urucurana, Genipa americana, Inga striata, Nectandra megapotamica e Peltophorum dubium) occurring in all the five studied areas. Seventeen species were common to both native forests, and nine species were recorded in all the reforested areas. Sebastlania commersonlana and Guarea macrophyllawere recorded in the native forests (RlP1 and RIP2), and Cecropia hololeuca, Croton urucurana and Inga striata occurring in all the reforested areas, were the species that best characterize the physiognomy of local diversity and were the most important among the studied species. The results showed that the rehabilitation of the areas made by the reforestation created conditions to implant forests with similar structures of the adjacent natural remainders. The reforestation with native species performed in the degraded floodplain of Mogi Guaçu River, initially with the predomination of invasive grasses, has been effective at the first stage of the ecological restoration process. The reforestation is making possible the natural regeneration of species from the adjacent remnants, what indicates that the similarity between planted forests and the native ones are rising through the time. The phytosociology, accomplished ten years after the planting date, is adequate to evaluate the effectiveness of the reforestation during the restoration process of degradated areas in the Mogi Guaçu floodplain.