448 resultados para Bail Detention.


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

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Water and soil pollution caused by the waste from the swine production causes severe environmental impacts in producing areas. An efficient alternative to reduce these impacts can be the use of high-rate anaerobic reactors. In this work, it was evaluated the effect of the swine wastewater with total suspended solids concentrations around 6.000 mg.L-1 in the anaerobic baffled reactor with three compartments. The volume of the first compartment was 210 L and of the second and third ones of 160 L. The anaerobic baffled reactor was submitted at hydraulic detention times of 56, 28 and 18 hours and to organic load rates of 5.0 to 10.1 g total COD (L.d)(-1). The highest total COD removals, of 42 to 68%, and volumetric methane productions, of 0.261 to 0.454 L CH4 (L reactor d)(-1), occurred in the second compartment.

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At fixed bail stations in a large institutional setting in Brazil, the temporal and spatial pattern of usage of the dominant species of ant was studied. The ant Crematogaster cf. magnifica, was found in 91% of sampling points. These studies were conducted using the same points as a previous study of tile then dominant ant. Monomorium pharaonis, which was found to have declined from 93% to 3% spatial point occupation. The frequency of point usage during this study was significantly different from the Poisson distribution for both species, indicating non-random use of space. Crematogaster cf. magnifica was significantly more spatially exclusive than had been documented for M. pharaonis, and the probability of points originally occupied by M. pharaonis later becoming occupied by C. cf. magnifica was in excess of 90%. Temporal bait exploitation patterns of the two species did not differ. These data demonstrate that structural ant communities can change over time without human intervention, although short- term stability is characteristic of the urban dominant ants in subtropical Brazil.

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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.

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Pós-graduação em Química - IQ

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The October 1998 flood on the upper Guadalupe River system was produced by a 24-hour precipitation amount of 483 mm at one station, over 380 mm at several other stations, and up to 590 mm over five days, precipitation amounts greater than the 100-year storm as prescribed in Weather Bureau Technical Papers 40 (1961) and 49 (1964). This study uses slope-area discharge estimates and published discharge and precipitation data to analyze flow characteristics of the three major branches of the Guadalupe River on the Edwards Plateau. The main channel of the Guadalupe has a single large flood-control structure at Canyon Dam and five flood dams on the tributary Comal River. On the upper San Marcos River there are five detention dams that regulate 80% of its drainage. The Blanco River, which has no structural controls, generated a peak discharge of 2,970 m3/s from a 1,067 km2 basin. Downstream of Canyon Dam, the Guadalupe River generated a peak discharge greater than 3,000 m3/s from an area of 223 km2. The event exceeded the capacity of both the Comal River and San Marcos flood-control projects and produced spills that inundated areas greater than the 100-year floodplain defined by the Federal Emergency Management Agency.

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We begin the 2001 Master Conservationist program with honorees in production agriculture from District A which includes the Panhandle of Nebraska. I would like to ask Leon and Cheryl Burkhart-Kriesel (Kresel) of Gurley who are unable to be present. They operated the family farm in partnership with Fred and Viola Kriesel until 1984 when Leon and Cheryl become sole owners/operators. The Kriesels produce certified wheat, millet, oats, and barley seed on 3200 dryland acres that are owned, rented, or contracted. Since 1984, 45,000 feet of terraces have been installed. Their holistic conservation plan also includes over 57,000 feet of windbreaks of mixed evergreen and broadleaf trees and shrubs. This mixture of plant species is unique in the Panhandle. They built an earthen dam with 11 acre-feet of permanent storage and 70.5 acre-feet of detention storage. Results include reduced soil erosion by wind and water, and increased productivity and wildlife populations. Local and international groups tour the farm. Congratulations to the Kriesels.

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Using the high-resolution performance of the fragment separator FRS at GSI we have discovered 60 new neutron-rich isotopes in the atomic number range of 60 <= Z <= 78. The new isotopes were unambiguously identified in reactions with a U-238 beam impinging on a Be target at 1 GeV/nucleon. The production cross-section for the new isotopes have been measured down to the pico-barn level and compared with predictions of different model calculations. For elements above hafnium fragmentation is the dominant reaction mechanism which creates the new isotopes, whereas fission plays a dominant role for the production of the new isotopes up to thulium. (C) 2012 Elsevier B.V. All rights reserved.

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Da ormai sette anni la stazione permanente GPS di Baia Terranova acquisisce dati giornalieri che opportunamente elaborati consentono di contribuire alla comprensione della dinamica antartica e a verificare se modelli globali di natura geofisica siano aderenti all’area di interesse della stazione GPS permanente. Da ricerche bibliografiche condotte si è dedotto che una serie GPS presenta molteplici possibili perturbazioni principalmente dovute a errori nella modellizzazione di alcuni dati ancillari necessari al processamento. Non solo, da alcune analisi svolte, è emerso come tali serie temporali ricavate da rilievi geodetici, siano afflitte da differenti tipologie di rumore che possono alterare, se non opportunamente considerate, i parametri di interesse per le interpretazioni geofisiche del dato. Il lavoro di tesi consiste nel comprendere in che misura tali errori, possano incidere sui parametri dinamici che caratterizzano il moto della stazione permanente, facendo particolare riferimento alla velocità del punto sul quale la stazione è installata e sugli eventuali segnali periodici che possono essere individuati.

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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.

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La detenzione amministrativa degli stranieri, pur condividendo il carattere tipicamente afflittivo e stigmatizzante delle pene, non si fonda sulla commissione di un reato e non gode delle medesime garanzie previste dal sistema della giustizia penale. Nel nostro ordinamento l’inadeguatezza della legislazione, l’ampio margine di discrezionalità rimesso all’autorità di pubblica sicurezza, nonché il debole potere di sindacato giurisdizionale rimesso all’autorità giudiziaria, raggiungono il loro apice problematico nell’ambito delle pratiche di privazione della libertà personale che hanno per destinatari gli stranieri maggiormente vulnerabili, ossia quelli appena giunti sul territorio e il cui status giuridico non è ancora stato accertato (c.d. situazione di pre-admittance). E’ proprio sulla loro condizione che il presente lavoro si focalizza maggiormente. Le detenzioni de facto degli stranieri in condizione di pre-admittance sono analizzate, nel primo capitolo, a partire dal “caso Lampedusa”, descritto alla luce dell’indagine sul campo condotta dall’Autrice. Nel secondo capitolo viene ricostruito lo statuto della libertà personale dello straniero sulla base dei principi costituzionali e, nel terzo capitolo, sono analizzati i principi che informano il diritto alla libertà personale nell’ambito delle fonti sovranazionali, con particolare riferimento al diritto dell’Unione Europea e al sistema della Convenzione Europea dei Diritti dell’Uomo. Sulla scorta dei principi indagati, nel quarto capitolo è tracciata l’evoluzione legislativa in materia di detenzione amministrativa dello straniero in Italia e, nel quinto capitolo, è approfondito il tema dei Centri dell’immigrazione e delle regole che li disciplinano. Nelle conclusioni, infine, sono tirate le fila del percorso tracciato, attraverso la valutazione degli strumenti di tutela in grado di prevenire le pratiche di privazione della libertà informali e di garantire uno standard minimo nella tutela della libertà individuale, anche nelle zone di frontiera del nostro ordinamento.

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This project studied the phenomenon of street children through various forms of action dealing with them. The target group included 100 children who frequented the Pygmalion and Open House day centres in Bucharest. On the basis of this sample it was possible to establish the main problems of the street children: reasons for appearance, age on the street, origin, family size, attitude towards parents, reasons for street life, consumption of toxic substances, reasons for detention by the police, main health problems, needs and wishes. The work in Bucharest was supplemented by visits elsewhere in Romania and abroad which provided a breadth of understanding and knowledge of the specific profile of street children, of the complexity of their problems and of their prospects. A comparison of the causes of the phenomenon, and study of some projects and intervention programmes both from Romania and abroad provided the basis for a proposed strategy for combatting the problem. The practical activities on the project included continuing counselling and informative and education activities with the children in order to motivate them to change their life. Further mediation was aimed at changing the hostile approach of the public opinion and some people in authority towards these children. The experiments with schooling and professional resocialisation of the street children provided clear evidence of the possibility of reintroducing them into the social framework but this will require systems and mechanisms specially developed to achieve this.

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In 2005, Wetland Studies and Solutions, Inc. (WSSI) installed an extensive Low Impact Development (LID) stormwater management system on their new office site in Gainesville, Virginia. The 4-acre site is serviced by a network of LID components: permeable pavements (two proprietary and one gravel type), bioretention cell / rain garden, green roof, vegetated swale, rainwater harvesting and drip irrigation, and slow-release underground detention. The site consists of heavy clay soils, and the LID components are mostly integrated by a series of underdrain pipes. A comprehensive monitoring system has been designed and installed to measure hydrologic performance throughout the LID, underdrained network. The monitoring system measures flows into and out of each LID component independently while concurrently monitoring rainfall events. A sensitivity analysis and laboratory calibration has been performed on the flow measurement system. Field data has been evaluated to determine the hydrologic performance of the LID features. Finally, hydrologic models amenable to compact, underdrained LID sites have been reviewed and recommended for future modeling and design.

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This presentation is about young migrants’ journeys with low chances of receiving asylum or any other type of residence in Europe. These migrants exhibit a highly complex migration pattern. First, these migrants are frequently in durable “transit” across Europe, moving back and forth between different states. Second, transit migrants must exhibit a high degree of flexibility, as they have to respond to suddenly changing conditions, such as work opportunities, rejection of asylum claims, detention or deportation. Third, transit migrants often switch between different legal statuses, such as asylum seeker, rejected asylum seeker, illegal worker or detainee. This throws them into a general state of uncertainty and psychological distress. The experience of these young adults shows a deep ambivalence between a sense of autonomy, on the one hand, and of profound hope- and powerlessness, on the other. This presentation explores the “fragmented journeys” of these migrants, by way of a multi-sited ethnographic approach and biographical interviews. It focuses on the lived experiences and the strategies of irregular migrants to find a way to reside in Europe in the context of an increasingly restrictive migration management.