03766nam 2200661 450 991045595600332120200520144314.01-282-01459-597866120145981-4426-8187-X10.3138/9781442681873(CKB)2420000000004466(OCoLC)244767720(CaPaEBR)ebrary10218735(SSID)ssj0000304331(PQKBManifestationID)11228586(PQKBTitleCode)TC0000304331(PQKBWorkID)10277575(PQKB)10444363(CaBNvSL)thg00600276 (MiAaPQ)EBC3254830(MiAaPQ)EBC4672113(DE-B1597)465005(OCoLC)944177394(OCoLC)999360379(DE-B1597)9781442681873(Au-PeEL)EBL4672113(CaPaEBR)ebr11257796(OCoLC)958565139(EXLCZ)99242000000000446620160922h20022002 uy 0engurcn|||||||||txtccrThe new parapolice risk markets and commodified social control /George S. RigakosToronto, [Ontario] ;Buffalo, [New York] ;London, [England] :University of Toronto Press,2002.©20021 online resource (201 p.) Bibliographic Level Mode of Issuance: Monograph0-8020-8438-9 0-8020-3562-0 Includes bibliographical references and index.Frontmatter -- Contents -- Tables and Figures -- Acknowledgments -- Introduction -- 1. Theorizing the Private Police -- 2. Methods of Inquiry -- 3. The New Parapolice -- 4. Inside a Law Enforcement Company -- 5. A Parapolice Surveillance System -- 6. Solidarity, Fear, and Subculture -- Closing Remarks -- Notes -- References -- IndexPolicing in a capitalist economy is run on both state and private levels. Much existing literature on private policing assumes that the private sector is oriented almost exclusively towards loss prevention, and does not fulfil a crime-control function. In this carefully researched study, George Rigakos considers the increasingly important role of the 'parapolice' in the maintenance of social order. He argues that for-profit policing companies adopt many of the tactics and functions of the public police, and are less distinguishable from the latter than has been previously assumed in the criminological literature.Rigakos conducted a detailed ethnographic and statistical case study of Intelligarde International - a well-known Canadian security firm - and uses his results to investigate the following: How are discipline and surveillance achieved organizationally and commodified as 'product'? How do security agents themselves, and those they police, resist social control? This work offers wide-ranging theoretical implications, drawing on Foucauldian concepts such as risk, surveillance, and governmentality, and on Marxian formulations of commodity and aesthetic production. The first criminological ethnography of a contract security firm in Canada, this book will be of interest to criminologists, sociologists, lawyers, and policy-makers and to any non-academic reader with an interest in the experience of those employed in the parapolice.Police, PrivateCase studiesElectronic books.Police, Private363.28/9Rigakos George1038676MiAaPQMiAaPQMiAaPQBOOK9910455956003321The new parapolice2460412UNINA04612oam 2200589 c 450 99630880250331620240424225811.03-8394-0205-010.14361/9783839402054(CKB)3710000000482580(OAPEN)1007447(DE-B1597)461443(OCoLC)1013957660(OCoLC)958037244(DE-B1597)9783839402054(transcript Verlag)9783839402054(oapen)https://directory.doabooks.org/handle/20.500.12854/35128(EXLCZ)99371000000048258020220221d2015 uy 0geruuuuu---auuuutxtrdacontentcrdamediacrrdacarrierTreue zum StilDie aufgeführte GesellschaftGunter Gebauer, Thomas Alkemeyer, Bernhard Boschert, Uwe Flick, Robert Schmidt1st ed.Bielefeldtranscript Verlag20151 online resource (148) X-Texte zu Kultur und Gesellschaft3-89942-205-8 Frontmatter 1 Inhalt 5 Vorwort 7 I. Die aufgeführte Gesellschaft 9 II. Spiel-Räume 25 III. Stilgemeinschaften 45 IV. Gleiten, Rollen, Schweben 69 V. Das Brodeln im Kleinbürgertum 87 VI. Treue zum Stil 117 Literatur 135 Backmatter 148Im Auftauchen neuer Spiele und Bewegungsweisen in städtischen Räumen zeigen sich gesellschaftliche Veränderungsprozesse. In neuen Sportarten wie Triathlon und Inlinehockey entstehen Welten, in denen alte Grenzen zerfließen, bewährte Haltungen aufgegeben und institutionalisierte Ordnungen umgearbeitet werden. Hier bilden sich Gemeinschaften aus, in denen Zugehörigkeit immer wieder aufs Neue über das Vorführen von Bewegungen, Geräten, Kleidung und Musik hergestellt wird. Diese Gemeinschaften orientieren sich an den Merkmalen eines gemeinsamen Stils. Nicht die Leistung, nicht der Dienst an der Mannschaft bildet das Credo der neuen Spiele, sondern die Treue zum Stil. Die Autoren entwickeln am Beispiel neuer urbaner Lebensstile und performativer Praktiken eine Theorie des Wandels von Gesellschaft im Medium von Spiel, Körper und Bewegung.»Die fünf Autoren haben einen gemeinsamen, durchweg anregenden Text produziert.« Prof. Dr. Dietmar Hüser, Neue politische Literatur, 51 (2006) »In dieser [Aufsatzsammlung] ist der Quellen- und Anmerkungsapparat auf das Wichtigste reduziert worden, und in ihrem essayistischen, konstant eingängigen Stil richtet sie sich nicht nur an die wissenschaftliche Fachwelt, sondern auch an eine breitere Öffentlichkeit. [...] Denn obwohl individuelle performative Leistungen im Mittelpunkt der Untersuchung stehen, werden diese nicht mit der üblichen Kurzsichtigkeit der Individualisierungsthese gedeutet. Vielmehr ordnen die Autoren gerade das wachsende Bedürfnis nach vermeintlicher Individualität und den überindividuellen ›Irrtum‹, solche Individualität in den Stilausprägungen (nicht nur) der neuen Sportspiele entwickelt zu haben, gesellschaftlich ein. Glücklich gewählt ist der dafür bei Bourdieu entlehnte Schlüsselbegriff der ›Klassenfraktion‹. Dieser deutet bereits an, was die Autoren überzeugend darstellen, nämlich die Verkoppelung horizontaler und vertikaler Ungleichheiten sowie deren Wechselwirkungen - dies gerade im Hiblick auf die kollektiven Erfahrungen der so bezeichneten Milieus mit sozialem Auf- oder Abstieg.« Silvester Stahl, Sport und Gesellschaft - Sport and Society, 6 (2005) Besprochen in: dvs-Information, 19 (2004) Leipziger Sportwissenschaftliche Beiträge, 45/1 (2004), Volker SchürmannSport; Spiel; Lebensstil; Aufführung; Neue Stadtkultur; Körper; Gesellschaft; Sportwissenschaft; Soziologie; Lifestyle; Body; Society; Sport Science; Sociology;Body.Lifestyle.Society.Sociology.Sport Science.Sport; Spiel; Lebensstil; Aufführung; Neue Stadtkultur; Körper; Gesellschaft; Sportwissenschaft; Soziologie; Lifestyle; Body; Society; Sport Science; Sociology;76.11bclGebauer Gunteraut508684Alkemeyer ThomasautBoschert BernhardautFlick UweautSchmidt RobertautDE-B1597DE-B1597BOOK996308802503316Treue zum Stil2068317UNISA01372nas# 22002411i 450 UON0023710220241122024104.9600046-132PP0005132620030730b19721975 |0itac50 baitaIT|||| 1||||aM|||||||||ˆL'‰Astrolabio RomaNuovo SemMensileITSOL20241129RICASIBA - SISTEMA BIBLIOTECARIO DI ATENEOUONSI10(1972)*3>12* 11(1973)*1,3,4,7,8/9,11,12* 12(1974)*2>12* 13(1975)*1>6* - La rivista è depositata nei cantinati della Sezione Giusso.RIV B 12 ;UON00237102SIBA - SISTEMA BIBLIOTECARIO DI ATENEOSI 10(1972)*3>12* 11(1973)*1,3,4,7,8/9,11,12* 12(1974)*2>12* 13(1975)*1>6* - La rivista è depositata nei cantinati della Sezione Giusso.SI RIV B 12 Cantinati SI NI 718 7 SI RIV B 12 Cantinati SI NI 719 7 SI RIV B 12 Cantinati SI NI 720 7 SI RIV B 12 Cantinati SI NI 721 7 Astrolabio892287UNIOR11725nam 22005773 450 991100706640332120230629233350.09781572784321157278432697815231402681523140267(CKB)5590000000638903(MiAaPQ)EBC6976791(Au-PeEL)EBL6976791(OCoLC)1315640472(BIP)081091331(EXLCZ)99559000000063890320221019d2022 uy 0engurcnu||||||||txtrdacontentcrdamediacrrdacarrierDesign of Urban Stormwater Controls MOP 231st ed.Chicago :Water Environment Federation,2022.©2022.1 online resource (762 pages)9781572783904 1572783907 Front Cover -- Title Page -- Half Title -- Copyright -- Contents -- List of Figures -- List of Tables -- Preface -- Chapter 1: Introduction -- 1.0 Urban Stormwater Management Overview -- 2.0 References -- Chapter 2: EFfects of Stormwater on Receiving Waters -- 1.0 Effects of Urbanization on Water Quantity -- 2.0 Effects of Stormwater Control Practices on Water Quantity -- 3.0 Effects of Urbanization on Water Quality -- 4.0 Effects of Stormwater Control Practices on Water Quality -- 5.0 Effects of Urbanization on Channel Form -- 6.0 Effects of Stormwater Control Practices on Channel Form -- 7.0 Effects of Urbanization on Aquatic Biota -- 8.0 Effects of Stormwater Control Practices on Aquatic Biota -- 9.0 Summary -- 10.0 References -- 11.0 Suggested Readings -- Chapter 3: Performance Goals for Stormwater Controls -- 1.0 Introduction -- 1.1 Basic Concepts of Stormwater Control -- 1.2 Relationship between Stormwater Control Objectives and Performance Goals -- 1.2.1 Groundwater Recharge and Evapotranspiration -- 1.2.2 Water Quality -- 1.2.3 Channel Protection -- 1.2.4 Overbank Flood Protection -- 1.2.5 Extreme Flood Protection -- 1.3 Methods for Establishing Performance Criteria -- 2.0 Methods for Establishing Watershed-Based Performance Criteria -- 3.0 Methods for Establishing Technology-Based Performance Criteria -- 3.1 Step 1: Establish Goals -- 3.2 Step 2: Define the Desired Level of Control -- 3.2.1 Groundwater Recharge and Evapotranspiration Level of Control -- 3.2.2 Water Quality Level of Control -- 3.2.3 Channel Protection Level of Control -- 3.2.4 Level of Control for Large, Infrequent Storms -- 3.3 Step 3: Select Design Precipitation -- 3.3.1 Large, Infrequent Storms -- 3.3.2 Small, Frequent Storms -- 3.3.2.1 Cumulative Probability Distributions -- 3.3.2.2 Mean Annual Runoff-Producing Rainfall.3.4 Step 4: Define Capture Volumes and Release Rates -- 3.4.1 Large, Infrequent Storms -- 3.4.2 Small, Frequent Storms -- 3.4.2.1 Water Quality Volume Calculation -- 3.4.2.2 Water Quality Treatment Rate -- 4.0 A Note About Water Quality Treatment Effectiveness -- 5.0 Concluding Remarks -- 6.0 References -- Chapter 4: Unit Processes and Operations for Stormwater Control -- 1.0 Introduction -- 2.0 Application of Unit Processes and Operations Concepts -- 2.1 Unit Processes -- 2.2 Unit Operations -- 2.3 Systems -- 2.4 Taxonomy of Stormwater Controls -- 3.0 Unit Processes for Quantity Control -- 3.1 Peak Flow Attenuation -- 3.1.1 Storage Attenuation -- 3.1.2 Hydrodynamic Attenuation -- 3.2 Runoff Volume Reduction -- 3.2.1 Infiltration -- 3.2.2 Dispersion -- 3.2.3 Evapotranspiration -- 3.2.3.1 Evaporation from Interception -- 3.2.3.2 Evaporation from Depression Storage -- 3.2.3.3 Surface Evaporation -- 3.2.3.4 Plant Transpiration -- 3.2.4 Runoff Collection and Usage -- 4.0 Unit Processes for Quality Control -- 4.1 Sedimentation -- 4.1.1 Stokes's Law -- 4.1.2 Hydraulic Loading Rate and Residence Time -- 4.1.3 Hydraulic Efficiency -- 4.2 Flotation -- 4.3 Laminar Separation -- 4.4 Swirl Concentration -- 4.5 Sorption -- 4.5.1 Types of Sorption -- 4.5.2 Sorption Capacity -- 4.6 Precipitation -- 4.6.1 Natural Precipitation -- 4.6.2 Chemical Precipitation -- 4.7 Coagulation -- 4.7.1 Natural Coagulation -- 4.7.2 Chemical Coagulation -- 4.8 Filtration -- 4.9 Biological Processes -- 4.9.1 Biological Forms -- 4.9.1.1 Aquatic Plants -- 4.9.1.2 Terrestrial Plants -- 4.9.1.3 Bacteria -- 4.9.1.4 Algae -- 4.9.2 Plant Metabolism -- 4.9.3 Nitrification and Denitrification -- 4.9.4 Other Biological Unit Processes -- 4.10 Temperature Reduction -- 4.11 Disinfection -- 4.12 Screening -- 5.0 Concluding Remarks -- 6.0 References -- 7.0 Suggested Readings.Chapter 5: Selection Criteria and Design Considerations -- 1.0 Introduction -- 2.0 Understanding Goals and Design Criteria -- 2.1 Planning Considerations -- 2.2 Goals for Stormwater Management -- 2.2.1 Federal Regulations -- 2.2.2 Municipal Regulations -- 2.3 Enforcement -- 3.0 Understanding and Protecting Site Resources -- 3.1 Headwater Streams -- 3.2 Wetlands -- 3.3 Floodplains -- 3.4 Riparian Buffers -- 3.5 Existing Forests and Vegetation -- 3.6 Native Soil Structure -- 3.7 Steep Slopes -- 4.0 Identification of Source Controls -- 4.1 Runoff Source Controls -- 4.1.1 Elimination or Disconnection of Impervious Surfaces -- 4.1.2 Pervious Area Management -- 4.1.3 Vegetation Management -- 4.1.4 Rainwater Harvesting -- 4.2 Pollutant Source Control -- 4.2.1 Segregation -- 4.2.2 Material and Waste Management -- 4.2.3 Cleanup -- 4.2.4 Street Sweeping -- 4.3 Runoff Conveyance and Diversions -- 5.0 Selection of Structural Controls -- 5.1 System Configuration Principles -- 5.1.1 Pretreatment -- 5.1.2 Storage and Flow Control -- 5.1.3 Pollutant Removal -- 5.2 Constraints -- 5.2.1 Physical Constraints -- 5.2.1.1 Drainage Area -- 5.2.1.2 Land Area Requirements -- 5.2.1.3 Topography -- 5.2.1.4 Site Slope -- 5.2.1.5 Geology (Karst) -- 5.2.1.6 Depth to Bedrock -- 5.2.1.7 Water Table -- 5.2.1.8 Soils -- 5.2.1.9 Climate -- 5.2.2 Construction and Maintenance Constraints -- 5.2.2.1 Complexity -- 5.2.2.2 Maintenance Requirements -- 5.2.2.3 Construction Access -- 5.2.2.4 Utility and Road Conflicts -- 5.2.3 Environmental Factors and Permitting -- 5.2.3.1 Forests -- 5.2.3.2 Wetlands -- 5.2.3.3 Instream Flows -- 5.2.3.4 Discharge Temperature -- 5.2.3.5 Beaches and Shellfish Beds -- 5.2.3.6 Reservoirs -- 5.2.3.7 Floodplains -- 5.2.3.8 Aquifers -- 5.2.3.9 Urban Habitat Modification -- 5.2.4 Social -- 5.2.4.1 Land Ownership -- 5.2.4.2 Health and Safety.5.2.4.3 Aesthetics and Amenity Usage -- 5.2.4.4 Effects on Adjacent Land Use -- 5.2.4.5 Education and Stewardship Opportunities -- 6.0 Implementation and Performance Monitoring -- 6.1 Construction Sequencing and Inspection -- 6.2 Monitoring -- 6.2.1 Pollutant Removal -- 6.2.2 Quantity Control -- 7.0 References -- 8.0 Suggested Readings -- Chapter 6: Basins -- 1.0 Description -- 2.0 Design Principles -- 2.1 Sediment Storage Considerations -- 2.2 Basin Geometry -- 2.3 Physical Site Suitability -- 3.0 Cisterns and Rain Barrels -- 3.1 Typical Applications -- 3.1.1 Physical Site Suitability -- 3.1.2 Water Quantity Control -- 3.1.3 Water Quality Control -- 3.2 Limitations -- 3.3 Design Procedure and Criteria -- 3.3.1 Typical Configurations -- 3.3.2 Pretreatment Unit -- 3.3.3 Main Treatment Unit -- 3.3.4 Outlet Structure -- 3.4 Aesthetic and Safety Considerations -- 3.5 Access and Maintenance Features -- 4.0 Forebays -- 4.1 Typical Applications -- 4.1.1 Physical Site Suitability -- 4.1.2 Water Quantity Control -- 4.1.3 Water Quality Control -- 4.2 Limitations -- 4.3 Design Procedure and Criteria -- 4.3.1 Typical Configurations -- 4.3.2 Pretreatment Unit -- 4.3.3 Main Treatment Unit -- 4.3.4 Outlet Structure -- 4.4 Aesthetic and Safety Considerations -- 4.5 Access and Maintenance Features -- 5.0 Vaults and Swirl Concentrators -- 5.1 Typical Applications -- 5.1.1 Physical Site Suitability -- 5.1.2 Water Quantity Control -- 5.1.3 Water Quality Control -- 5.2 Limitations -- 5.3 Design Procedure and Criteria -- 5.3.1 Typical Configurations -- 5.3.2 Pretreatment Unit -- 5.3.3 Main Treatment Unit -- 5.4 Aesthetic and Safety Considerations -- 5.5 Access and Maintenance Features -- 6.0 Oil and Water Separators -- 6.1 Typical Applications -- 6.1.1 Physical Site Suitability -- 6.1.2 Water Quantity Control -- 6.1.3 Water Quality Control -- 6.2 Limitations.6.3 Design Procedure and Criteria -- 6.3.1 Typical Configurations -- 6.3.2 Pretreatment Unit -- 6.3.3 Main Treatment Unit -- 6.3.3.1 Sizing -- 6.3.3.2 Sizing American Petroleum Institute Separators -- 6.3.3.3 Sizing Coalescing Plate Separators -- 6.4 Aesthetic and Safety Considerations -- 6.5 Access and Maintenance Features -- 7.0 Dry Basins -- 7.1 Typical Applications -- 7.1.1 Physical Site Suitability -- 7.1.2 Water Quantity Control -- 7.1.3 Water Quality Control -- 7.2 Limitations -- 7.3 Design Procedure and Criteria -- 7.3.1 Typical Configurations -- 7.3.2 Pretreatment Unit -- 7.3.3 Main Treatment Unit -- 7.3.3.1 Determining Water Quality Volume -- 7.3.3.2 Hydrograph Routing -- 7.3.3.3 Two-Stage Design -- 7.3.3.4 Basin Side Slopes -- 7.3.3.5 Low-Flow Channel -- 7.3.3.6 Basin Embankment -- 7.3.3.7 Vegetation -- 7.3.4 Outlet Structure -- 7.3.4.1 Single Orifice -- 7.3.4.2 Outlets for Hybrid Dry-Wet Basins -- 7.3.4.3 T-Weir Outlet -- 7.3.4.4 Perforated Riser -- 7.3.4.5 Skimmers -- 7.3.4.6 Sand and Bioretention Filters -- 7.3.4.7 Mechanical Outlets -- 7.3.4.8 Gross Solids Control -- 7.4 Aesthetic and Safety Considerations -- 7.5 Access and Maintenance Features -- 7.6 Dry Basin Design Example -- 7.6.1 Basic Site Data -- 7.6.2 Define Hydrologic Characteristics of the Site for Flood Protection -- 7.6.2.1 Composite Curve Number Calculation -- 7.6.2.2 Time of Concentration Calculation -- 7.6.2.3 Determine Feasibility of a Dry Basin -- 7.6.3 Design Steps -- 7.6.3.1 Step 1: Find Rainfall Depth and Distribution Data for the Site -- 7.6.3.2 Step 2: Compute Predevelopment and Postdevelopment Peak Rates of Runoff -- 7.6.3.3 Step 3: Compute Water Quality Volume -- 7.6.3.4 Step 4: Determine Preliminary Geometry and Sizing of the Dry Basin -- 7.6.3.5 Step 5: Size the Outlet for Water Quality Volume -- 7.6.3.6 Step 6: Size the Flood Protection Outlets.7.6.3.7 Step 7: Size the Forebay.This manual, a revision of the Water Environment Federation's (WEF's) and the American Society of Civil Engineer's (ASCE's) manual of practice (MOP) titled Urban Runoff Quality Management (1998), takes a holistic view and espouses the concept that systems of stormwater controls can be designed to meet the various objectives of stormwater management, including flood control; stream channel protection; groundwater recharge; water quality improvement; protection of public safety, health, and welfare; and multipurpose public benefits such as the provision of open space, parks, playgrounds, trails, wildlife habitat, and enhancement of property values. This MOP focuses on consolidating technologies under a comprehensive view of stormwater management in an attempt to foster convergence between traditional stormwater controls and green infrastructure. Developed by WEF and ASCE.Design of Urban Stormwater ControlsStorm sewers--Design and constructionUrban runoff--ManagementStorm sewers--Design and construction.Urban runoff--Management.628.21Federation Water Environment1821933MiAaPQMiAaPQMiAaPQBOOK9911007066403321Design of Urban Stormwater Controls4387909UNINA