08004-001 Summit Lake Final Report

The Summit Lake Watershed Improvement Project is a watershed-based sediment control project designed to greatly reduce to nearly eliminate sedimentation of an existing lake that is being renovated for use as a water source in southern Iowa. Summit Lake is owned by the City of Creston and was once a water source lake until around 1984. The watershed improvements will include lakeshore stabilization and erosion control practices as a precursor for related improvements to the lake and overall 4,900-acre watershed. Best practices included in this phase are the implementation of riprap, a rain garden, grade stabilization structures, grassed waterways, terraces, basins, water use and access ordinances, education and outreach, water monitoring, and other stream bank improvements. These improvements, along with leveraged work to be done by strategic partners, will enable the lake to be used for local and regional water supplies by sustaining the lake for many years to come. Without the lake rehabilitation, the lake will likely be filled with sedimentation to the point that it will have no recreational value. Key partners are the City of Creston, IDNR, Southern Iowa Rural Water Association, Union County, the Union County NRCS office, Southwestern Community College, and the Summit Lake Association, which is a non-profit group of landowners working to protect the lake. The project will address WIRB targets: a) streambank stabilization, b) livestock runoff, c) agricultural runoff and drainage, d) stormwater runoff, and e) a section of inadequately sewered community.

Prosessilähtöinen laadunarviointi ohutlevymekaniikkasopimusvalmistajan näkökulmasta

Diplomityö on tehty Lappeenrannan teknillisessä korkeakoulussa Konepajatekniikan laitoksella. Työ on osa Konepajatekniikan laitoksen toteuttamaa ”LELA” levytuotteiden laadunvalvontaprojektia. Projektiosapuolet olivat: Abloy Oy (Joensuu), Flextronics Enclosures (Oulu), Hihra Oy (Turku), Lillbacka Oy (Alahärmä), Nokia Networks (Oulu), Segerström & Svensson (Uusikaupunki) ja Scanfil Oy (Sievi). Lisäksi projektin pääasiallisena rahoittavana osapuolena toimi Teknologian kehittämiskeskus, Tekes. Työ perustui ohutlevykomponentteja valmistavissa kohdeyrityksissä suoritettuun laadunarviointitutkimukseen, joka sisälsi tuotantoon kohdistetun virhekartoituksen sekä laadunarviointikyselyn. Tutkimuksessa suoritetun tuotannon virhekartoituksen mukaan tyypillisessä ohutlevykomponentteja valmistavassa yrityksessä virheidenesiintymistodennäköisyys on n. 5 – 12 % / tuote. Eniten virheitä syntyi epäkeskopuristintöissä. Tutkimus osoittaa, että virhekartoituksen avulla yrityksen on mahdollista kartoittaa tuotannossa syntyvät virheet ja edelleen kohdistaa laadun kehitystoimenpiteet oikeisiin tuotannon osa-alueisiin.

Vesirakentamisen ja säännöstelyn sekä niihin liittyvien kompensaatiotoimenpiteiden vaikutukset Kalajoen kala-, nahkiais- ja rapukantoihin : Yhteenveto vuosien 1978-2010 velvoitetarkkailujen tuloksista

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.

Taloudellisen ohjauksen kehittäminen projektiliiketoimintaa harjoittavassa yrityksessä, tapaustutkimus

Tämän Pro Gadu –tutkielman keskeisimpänä tavoitteena oli tutkia millaisista osa-alueista projektiliiketoiminnan taloudellisen ohjauksen kokonaisuus muodostuu ja miten näitä voidaan kehittää. Tutkimus on toteutettu tapaustutkimuksena, jossa hyödynnetään kvalitatiivisia tutkimusmenetelmiä, kuten haastatteluita, joista saatuja vastauksia käytetään kohdeyrityksen taloudellisen ohjauksen kehittämisen pohdinnassa. Haastatteluvastausten perusteella pyrittiin löytämään poikkeavuuksia olemassa olevan tutkimukseen sekä kirjallisuuteen linkittäen. Haastateltavina toimi konsernin eri tahojen edustajia, jonka seurauksena tutkimukselle saatiin lievän vastakkain asettelun seurauksena huomattavaa lisäarvoa. Tutkimustulokset osoittavat, että taloudellisen ohjauksen kehittämisen osa-alueet ovat hyvin monimuotoisia ja yksittäisen yrityksen kohdalla yleistyksiä on vaikeaa tehdä. Kohdeyrityksen tapauksessa myyntivaiheen suunnitteluvaiheen prosessien, hankintojen hallinnan sekä jälkilaskelmien kehittämisen nähtiin olevan taloudellisen ohjauksen kannalta tärkeimmät elementit.

Determinants of climate change adaptation strategies used by rice farmers in Southwestern, Nigeria

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.

[Ressenya del llibre Riesgo de inundaciones y ordenación del territorio en España, de Jorge Olcina Cantos]

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

Las Obras hidráulicas en los sistemas fluviales de la Costa Brava: preferencias locales y limitaciones de un modelo convencional de adaptación al riesgo de inundación

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

La gestión del agua: el desafío chino. Iniciativas medio ambientales chinas y el manejo del río Mekong. Periodo de estudio: 1980 - 2010

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.

Limitações e possibilidades da gestão orientada para resultados: um estudo de caso da implementação do Programa de Controle de Enchentes na prefeitura da cidade do Rio de Janeiro

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.

Uso da fitossociologia na avaliação da efetividade da restauração florestal em uma várzea degradada do rio Mogi Cuaçu, SP

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.

Geotechnology applied to land use and sealing in urban areas

Through the geotechnology's use, the aim of this study was to characterize the urban occupation interference and occurrence of floods in the upstream area of watershed from the stream Wenzel (Rio Claro-SP/Brazil). Urbanized watersheds are composed of a variety of features and the development of cartographic material allowed the analysis of the evolution of land used for 1958 and 2006 scenarios. The thematic maps were generated using software Spring 4.3.3, wherein it got the separation of matters from vegetation cover and other intra urban features. Procedures of digital processes and classification of surface cover allowed quantifying the occupied area by each coverage type: woody vegetation, grass, grass with bare soil, bare soil, building, asphaltic sheets and exposed soil. Quantification of the different covers' occupied areas allowed relating the parameter Curve Number (Soil Conservation Service) as efficient methodology for runoff values estimative. The results indicate vegetation cover's reduction, intensive surface's sealing and suppression of water bodies. These factors imply changes of hydrological dynamics of the source, increasing flow and transfer of larger volumes of water and flood peaks to downstream sectors. The use of geotechnology allowed analyzing the evolution of urbanization and it permits also to infer about trends for future or inadequate occupancy to hydrological and environmental point of view. © 2013 IEEE.

Conceitos de gestão de projetos e teoria das restrições, aplicados ao planejamento e controle da produção de uma empresa aeronaútica

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Implantação da ISO 9001:2008: estudo de caso em empresado setor de construção civil

In Brazil , the construction industry is on an upward trend, mainly by the housing shortage , and yet there are few builders that take a Quality Management System ( QMS ) to improve the quality of its services and processes . The ISO 9001 standards are guidelines for an effective QMS and this certificate is recognized worldwide as a seal of quality standard. This paper will describe and analyze the implementation of a QMS in a small construction company of Guaratinguetá - SP, identifying best practices and major difficulties , besides proposing preparatory recommendations for other companies that seek the ISO 9000 certification. Access to company’s data made the nonconformities and the customer satisfaction research analysis possible, and a questionnaire and unstructured interviews allowed a deeper understanding of the situation. Despite this ISO 9000 QMS not being fully implemented, the company has already conquered some improvements in document control, project planning, process traceability and established focus on customer

Aplicação de modelos hidrológicos para avaliação de reservatórios de retenção e detenção combinados à obra de recuperação do canal de macrodrenagem no controle de cheias em uma bacia hidrográfica urbanizada

The aim of this paper was to evaluate the effect of retention and detention reservoirs along with the regulation in channel flow upgrade on flood for an urban watershed located at Rio Claro, SP. For this purpose, modeling and simulation techniques were applied for runoff determination and its propagation in channel. The Soil Conservation Service – SCS hydrologic model as well as Pulz and non-linear Muskingum-Cunge model were used. The software IPHS1 was applied on simulations. The results pointed out that the combination of retention increasing and detention reservoir implementation (120,000 m3, corresponding to 1.5% of the watershed area) with the streamflow upgrade (n decreasing from 0,04 to 0,02) can minimize the flood on the investigated Servidão watershed. Further, after the proposed intervention, the flood was eliminated for the investigated times of recurrence: 5, 20, 50 and 100 years. The prognostic indicated that the available area occupation had a minor effect on flow increasing due to the observed high urbanization.

Dimensionamento di invasi per il controllo dei deflussi nei bacini urbanizzati

Urbanization is a continuing phenomenon in all the world. Grasslands, forests, etc. are being continually changed to residential, commercial and industrial complexes, roads and streets, and so on. One of the side effects of urbanization with which engineers and planners must deal with, is the increase of peak flows and volumes of runoff from rainfall events. As a result, the urban drainage and flood control systems must be designed to accommodate the peak flows from a variety of storms that may occur. Usually the peak flow, after development, is required not to exceed what would have occurred from the same storm under conditions existing prior to development. In order to do this it is necessary to design detention storage to hold back runoff and to release it downstream at controlled rates. In the first part of the work have been developed various simplified formulations that can be adopted for the design of stormwater detention facilities. In order to obtain a simplified hydrograph were adopted two approaches: the kinematic routing technique and the linear reservoir schematization. For the two approaches have been also obtained other two formulations depending if the IDF (intensity-duration-frequency) curve is described with two or three parameters. Other formulations have been developed taking into account if the outlet have a constant discharge or it depends on the water level in the pond. All these formulations can be easily applied when are known the characteristics of the drainage system and maximum discharge that these is in the outlet and has been defined a Return Period which characterize the IDF curve. In this way the volume of the detention pond can be calculated. In the second part of the work have been analyzed the design of detention ponds adopting continuous simulation models. The drainage systems adopted for the simulations, performed with SWMM5, are fictitious systems characterized by different sizes, and different shapes of the catchments and with a rainfall historical time series of 16 years recorded in Bologna. This approach suffers from the fact that continuous record of rainfall is often not available and when it is, the cost of such modelling can be very expensive, and that the majority of design practitioners are not prepared to use continuous long term modelling in the design of stormwater detention facilities. In the third part of the work have been analyzed statistical and stochastic methodologies in order to define the volume of the detention pond. In particular have been adopted the results of the long term simulation, performed with SWMM, to obtain the data to apply statistic and stochastic formulation. All these methodologies have been compared and correction coefficient have been proposed on the basis of the statistic and stochastic form. In this way engineers which have to design a detention pond can apply a simplified procedure appropriately corrected with the proposed coefficient.