Dissertationen zum Thema „Civic turn“
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Kuebrich, Benjamin D. „Praxis and Unfinishedness in the Public Turn: Critical Democratic Pedagogy and Civic Engagement in First-Year Composition“. Miami University / OhioLINK, 2008. http://rave.ohiolink.edu/etdc/view?acc_num=miami1218587537.
Der volle Inhalt der QuelleHartnor, Sofie. „Language requirements and constructions of belonging : A critical WPR policy analysis of the proposal for language and civic knowledge requirements for Swedish citizenship“. Thesis, Linköpings universitet, Tema Genus, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-177331.
Der volle Inhalt der QuelleDeckoff, Anthony Adlai. „The short-turn as a real time transit operating strategy“. Thesis, Massachusetts Institute of Technology, 1990. http://hdl.handle.net/1721.1/41774.
Der volle Inhalt der QuelleReynolds, William Leonard. „Sustainable Service Rate Analysis at Signalized Intersections with Short Left Turn Pockets Using Macroscopic Simulation“. NCSU, 2010. http://www.lib.ncsu.edu/theses/available/etd-03302010-171706/.
Der volle Inhalt der QuelleBenítez, Plauchud Luis Mario. „Management issues for turn-key power projects for the Federal Commission of Electricity in Mexico“. Thesis, Massachusetts Institute of Technology, 1995. http://hdl.handle.net/1721.1/36619.
Der volle Inhalt der QuelleIncludes bibliographical references (leaves 109-111).
by Luis Mario Benítez Plauchud.
M.S.
Scott, James. „The evolving relationship between civil society and political parties : the British Labour Party's turn to community organising“. Thesis, Queen Mary, University of London, 2016. http://qmro.qmul.ac.uk/xmlui/handle/123456789/23648.
Der volle Inhalt der QuelleNiekamp, Philip M. „Investigation of the Turn-of-Nut Installation Procedure for XTB-HX Fasteners“. University of Cincinnati / OhioLINK, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1421921620.
Der volle Inhalt der QuelleLee, Sunghoon. „Study on the relationship between left-turn traffic operations and safety at signalized intersections“. Thesis, [College Station, Tex. : Texas A&M University, 2007. http://hdl.handle.net/1969.1/ETD-TAMU-1911.
Der volle Inhalt der QuelleSagar, Shraddha. „PREDICTION OF PROTECTED-PERMISSIVE LEFT-TURN PHASING CRASHES BASED ON CONFLICT ANALYSIS“. UKnowledge, 2017. https://uknowledge.uky.edu/ce_etds/60.
Der volle Inhalt der QuelleWhite, Katie Janae. „The War That Does Not Leave Us: Memory of the American Civil War and the Photographs of Alexander Gardner“. BYU ScholarsArchive, 2014. https://scholarsarchive.byu.edu/etd/4114.
Der volle Inhalt der QuelleEsing, Christopher Mark. „THE PROPHETS AND PROFITS OF PLEASURE AN ANALYSIS OF FLORIDA’S DEVELOPMENT FROM THE CIVIL WAR TO THE TURN OF THE 20th CENTURY“. UKnowledge, 2014. http://uknowledge.uky.edu/history_etds/16.
Der volle Inhalt der QuelleAyers, Oliver. „Beyond the 'Proletarian turn' : Black workers, the rise of organized labour and the fragile foundations of civil rights protest in the urban North during the New Deal“. Thesis, University of Kent, 2013. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.592020.
Der volle Inhalt der QuelleRazmpa, Ali. „An Assessment of Post-Encroachment Times for Bicycle-Vehicle Interactions Observed in the Field, a Driving Simulator, and in Traffic Simulation Models“. PDXScholar, 2016. https://pdxscholar.library.pdx.edu/open_access_etds/3379.
Der volle Inhalt der QuelleSangermano, Maurizio. „An investigation into the relationship between turning signal and crash risk on urban roads“. Master's thesis, Alma Mater Studiorum - Università di Bologna, 2018.
Den vollen Inhalt der Quelle findenButcher, Melissa Rachelle. „Diffuse Nutrient Pollution from Residential Catchments“. Scholar Commons, 2014. https://scholarcommons.usf.edu/etd/5194.
Der volle Inhalt der QuelleCastro, Francisco Leite de. „Erodibility of a dike in case of overflowing“. Master's thesis, Universidade de Aveiro, 2014. http://hdl.handle.net/10773/13984.
Der volle Inhalt der QuelleEarthen dikes (or earthen levees) are built all over the world, both in coastal (coastal dikes) and inland areas (riverine dikes), to protect population, infrastructures and resources from high water levels due to storm surges and seasonal floods. Most of these flood defence embankments are not prepared to resist to surface soil erosion of its crest and landside slope induced by overflowing events, and hence, maybe at risk of failure. Mitigation of dike damage by overflow may be accomplished by providing erosion protection on the surface of the crest and dike landside slope. Erosion protection can be conferred by a variety of materials (rip-rap, concrete, geosynthetics, etc.) ranging from hard armouring to light armouring alternatives. The present dissertation focuses on strengthening systems consisting of lightweight, flexible, synthetic mats such as (high performance) turf reinforcement mats and geogrids. The goal of this dissertation was to assess their effectiveness as a slope erosion protection system and to obtain some performance criteria under overflow conditions created through full-scale laboratory testing on a hydraulic model. Waterflow discharge, flow thickness and mean (horizontal) velocity measurements were acquired at one location on the landside slope channel (1V:4H) (near the downward edge of the slope). These measurements allowed to estimate shear stress ranges at the bed channel and Manning’s roughness coefficients. Some tentative empirical equations were presented correlating shear stress and flow thickness estimations with overflowing discharges. The results are strictly limited to the tested coarse-grained soil and rolled erosion control products as well as the range of tested hydraulic parameters possible to be attained on the hydraulic model. The experimental study mainly allowed to obtain some qualitative conclusions, in which it was proven that a reinforced surface soil layer with synthetic mats of a dike slope can withstand higher overflowing discharges than bare soil, without catastrophic sediment motion.
Os diques de terra são construídos um pouco por todo o mundo, quer em zonas costeiras (diques costeiros) quer em zonas fluviais (diques fluviais), com o intuito de proteger a população, as infraestruturas e outros recursos de elevados níveis de água provocados por tempestades e cheias sazonais. A grande maioria destes aterros de proteção de cheias não estão preparados para resistir à erosão superficial provocada na sua crista e talude de jusante pelo galgamento da água e respetivo escoamento sobre os mesmos, e como tal, podem estar em risco de rotura. A mitigação dos danos induzidos num dique pelo galgamento pode ser conseguida por via da proteção da camada superficial de solo sobre a crista e talude de jusante. Existe uma enorme variedade de materiais para proteção contra a erosão (enrocamento, betão, geossintéticos, etc.) que podem variar desde soluções mais pesadas e rígidas a soluções mais leves e flexíveis. A presente dissertação foca-se em sistemas de reforço leves, flexíveis e compostos por redes/tapetes poliméricos tais como as mantas/tapetes de reforço (Turf Reinforcement Mats) e geogrelhas (geogrids). O objetivo principal da dissertação consistiu em avaliar a aplicabilidade destes materiais como sistemas de controlo de erosão, e obter dados relativos ao seu desempenho perante uma situação de galgamento/escoamento criada num modelo hidráulico à escala real. Os valores do caudal escoado, as alturas de água e velocidades médias do escoamento foram medidos numa determinada secção do canal (com inclinação 1V:4H) do modelo hidráulico (secção próxima da zona de transição entre o canal inclinado e o canal horizontal). Estas medições permitiram estimar gamas de valores da tensão de corte aplicada na superfície do canal e do coeficiente de rugosidade de Manning. Algumas equações empíricas (de caráter provisório) foram apresentadas, relacionando a tensão de corte e alturas de água com o caudal escoado. Os resultados obtidos são exclusivamente válidos para o material granular e os produtos em rolo para controlo de erosão (Rolled Erosion Control Products) testados, bem como para a gama de parâmetros hidráulicos proporcionados pelo modelo hidráulico. O estudo experimental permitiu obter principalmente conclusões qualitativas, nas quais ficou comprovado que o reforço de uma camada superficial de solo com Rolled Erosion Control Products permite resistir a caudais superiores, em comparação com uma camada de solo simples, sem que se verifique transporte pronunciado de partículas de solo.
Zhu, Jiangang. „Guo yu jia zhi jian Shanghai lin li de shi min tuan ti yu she qu yun dong de min zu zhi = Between the family and the state : an ethnography of the civil associations and community movements in a Shanghai lilong neighborhood /“. online access from Digital dissertation consortium, 2002. http://libweb.cityu.edu.hk/cgi-bin/er/db/ddcdiss.pl?3066642.
Der volle Inhalt der QuelleWang, Ming-Heng. „Development of arrival/departure based uniform delay model for left-turn traffic at signalized intersections /“. 2008. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:3337957.
Der volle Inhalt der QuelleSource: Dissertation Abstracts International, Volume: 69-11, Section: B, page: 7009. Adviser: Rahim Benekohal. Includes bibliographical references (leaves 148-151) Available on microfilm from Pro Quest Information and Learning.
Harrison, Alisa. „"Ain’t gonna let nobody turn me round" -- the Southwest Georgia freedom movement and the politics of empowerment“. Thesis, 2001. http://hdl.handle.net/2429/11742.
Der volle Inhalt der QuellePoupart, Clay Andrew. „When will my turn come? the Civil Service purges and the construction of a gay security risk in the Cold War United States, 1945-1955 /“. 2005. http://library2.usask.ca/theses/available/etd-09142005-114258/unrestricted/clay_poupart.pdf.
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