Relevant bibliographies by topics / Bluff

Academic literature on the topic 'Bluff'

Author: Grafiati
Published: 4 June 2021
Last updated: 31 January 2023

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Journal articles on the topic "Bluff"

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You, Zuo, and Yi Zhe. "Bluff." Massachusetts Review 63, no. 4 (December 2022): 782. http://dx.doi.org/10.1353/mar.2022.0120.

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Amin, Shahalam M. N., and Robin G. D. Davidson-Arnott. "Toe erosion of glacial till bluffs: Lake Erie south shore." Canadian Journal of Earth Sciences 32, no. 7 (July 1, 1995): 829–37. http://dx.doi.org/10.1139/e95-069.

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Toe erosion and rates of recession of the toe were measured at four sites along a 3.5 km long stretch of shoreline on the south shore of Lake Erie from April to December 1986. The shoreline consists of bluffs ranging from 5 to 12 m in height and developed in overconsolidated till. Toe erosion was measured at peg lines consisting of pins driven horizontally into the face of the bluff at 0.25 m intervals to a height of 1.75 m above the beach, and steel rods driven vertically into the beach with a spacing of 1.5 m. At each site three lines were established and monitored at 1–2 week intervals. Because of record high lake levels, beaches in front of the bluffs were generally <5 m wide, and some erosion was measured on all but three occasions. Recession of the toe during any measurement period was generally 2–6 cm, with the maximum recorded being about 12 cm. Wave action during high-magnitude storms resulted in erosion occurring much higher up the bluff face than for low-magnitude events, but the actual recession of the toe was not substantially greater. A multiple regression model shows that there is a significant relationship between toe recession and several variables that indirectly control wave energy at the bluff toe. However, factors such as beach width and thickness of beach sediment did not have a significant influence on recession rates in this study, likely because the high lake levels resulted in very narrow beaches at all four sites throughout the study period.
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Eguchi, Branco Mateus Murata, and Jacqueline Albino. "BLUFF RETREAT INDUCED BY WAVE ACTION ON A TROPICAL BEACH, IN ESPÍRITO SANTO, BRAZIL." Revista Brasileira de Geofísica 36, no. 4 (December 28, 2018): 1. http://dx.doi.org/10.22564/rbgf.v36i4.959.

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ABSTRACT. Interest in understanding sea bluff erosion along the coasts around the world has grown in recent years, especially when in proximity to urban expansion. To prevent economic, social and environmental losses, it is necessary to understand the factors behind the sea bluff erosion. This study analyzed temporal and spatial changes in wave exposure over 60 years (1948-2008) and the corresponding impacts of these variations on three sea bluffs with similar lithology over 55 years (1953-2008). Erosion distances and annual erosion rates were obtained from aerial and satellite images for the time intervals 1953-1970, 1970-1995 and 1995-2008. Analysis of bluff retreat and wave exposure compared annual wave behavior, extreme wave occurrences and modeled spatial and temporal variations in wave energy to yearly retreat rates obtained from imagery analysis and assessed for each of the three intervals. For the three bluffs, the total erosion distance decreased northward – 51, 43 and 18 m, resulting in recession rates of 0.8, 0.69 and 0.43 m/year, respectively. Overall, annual erosion rates appear to slow down during long periods (63 years) compared to the short-term (8-25 years). The shift in modeled wave energy distribution is mainly in accordance with the longshore variability of erosion rates. However, the relationship between bluff recession and wave energy shows that periods of high energy are not necessarily related to intense bluff recession. The erosion process induces debris deposition, which may be able to protect the bluff toe from wave action for a while. The bluffs in our study receded at different rates, despite proximity, in response to spatial and temporal differences in wave energy distribution. Based on results, we propose a bluff erosion cycle model for the studied area and infer current erosion vulnerability.Keywords: Short-term events, decadal mobility, wave exposition, bluff cycle model.RESUMO. Nas últimas décadas, questões relativas à erosão de falésias marinhas têm sido importantes ao longo das costas ao redor do mundo, especialmente devido à expansão urbana nessas áreas. Torna-se, portanto, necessário entender os fatores por trás do processo de erosão destas falésias, a fim de evitar perdas econômicas, sociais e ambientais. Este estudo analisou como o grau de exposição às ondas muda ao longo do tempo, no espaço entre 1948 e 2008, e também os impactos desta modificação sobre três falésias com mesma litologia, durante o intervalo de 1953-2008. Distâncias erodidas e taxas de erosão anual foram obtidas através da análise de imagens de satélite e aérea para os intervalos de tempo de 1953-1970, 1970-1995 e 1995-2008. A correlação entre o recuo das falésias e a ação das ondas foi baseada no comportamento das alturas significativas médias anuais, ocorrência de onda extremas e modelagem da variação espaço/temporal da energia de onda de 1953 a 2008. O recuo das três falésias estudadas apresenta um incremento no sentido norte-sul, variando de 51, 43 a 18 m, resultando em taxas erosivas anuais de 0,8; 0,69 e 0,43 m/ano, respectivamente. Em geral, taxas de erosão parecem menores durante longos períodos (63 anos) em comparação com taxas de curto prazo (8-25 anos). Além disso, a mudança na distribuição de energia de onda modelada se mostra de acordo com a variabilidade espaço/temporal das taxas de erosão. No entanto, os resultados mostram que fases de alta energia de ondas não estão necessariamente relacionadas com intenso recuo das falésias. Discute-se que processo de erosão induz a deposição de detritos na base da falésia, que podem ser capazes de proteger da ação de onda até que sejam transportados para o mar. Portanto, conclui-se que falésias homogêneas mostram ritmos diferentes de recessão que respondem a alterações espaciais e temporais em distribuição de energia de onda. Além disso, a partir do modelo esquemático do ciclo de erosão no pé de falésias proposto neste estudo, é possível inferir a atual vulnerabilidade de erosão das falésias estudadas com base nos resultados obtidos.Palavras-chave: Eventos a curto prazo, mobilidade decadal, exposição às ondas, modelo evolutivo de falésias.
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Tang, Wen Hua, Ren Zhang Qian, Huai Yu Zou, and Bo Ming Pi. "The Optimal Selection Investigation on Flame Holder for Afterburner." Advanced Materials Research 354-355 (October 2011): 201–4. http://dx.doi.org/10.4028/www.scientific.net/amr.354-355.201.

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In order to determine the bluff body and slitted bluff body flame stability and combustion performance, atmospheric low-speed experimental platform was used to carry out diesel fog combustion experiment for two types of bluff body, which are respectively streamlined V-form added straight channel and triangle V-form added straight channel. Results have shown that flame stability and combustion efficiency of streamlined bluff body is orderly slit width at 13mm, 6mm, 0mm and the triangular bluff body is orderly slit width at 6mm, 13mm, 0mm. Optimal combustion performance is streamlined bluff body with slit width 13mm.
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Mollamahdi, Mahdi, and Seyed Abdolmehdi Hashemi. "A numerical study on the flame characteristics and pollutant emissions in a premixed burner: Comparison between porous and solid bluff bodies." Proceedings of the Institution of Mechanical Engineers, Part A: Journal of Power and Energy 234, no. 3 (July 15, 2019): 353–64. http://dx.doi.org/10.1177/0957650919861839.

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The effects of porous and solid bluff bodies in the combustion chamber on flame stability limits, gas and solid temperature distributions, pressure drop, methane conversion rate, and CO and NO emissions are examined numerically. The porous and solid bluff bodies are made of SiC with the inner diameter of 50 mm, the outer diameter of 90 mm, and the length of 22 mm. In this study, Renormalization Group k–ε is used for modeling of turbulence. Eddy dissipation concept is selected for modeling of the interaction between turbulence and chemistry. A reduced mechanism based on GRI 3.0 consisting of 16 species and 41 reactions is employed to model methane combustion. The results indicate that the upper flame stability limit can be diminished by adding porous bluff body in the combustion chamber instead of the solid bluff body. Besides, the pressure drop, CO and NO emissions in the combustion chamber with solid bluff body are higher than those of porous bluff body, while the methane conversion rate increases by replacing porous bluff body instead of solid bluff body in the combustion chamber.
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Hojan, Marcin, and Mirosław Więcław. "Influence of meteorological conditions on aeolian processes along the Polish cliff coast." Baltica 27, no. 1 (September 6, 2014): 63–74. http://dx.doi.org/10.5200/baltica.2014.27.07.

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This article presents aeolian landforms and meteorological parameters affecting aeolian processes on the south Baltic coastal cliffs of Poland. The analysis was conducted for two weather stations at different locations. The bluffs in the vicinity of the stations have similar geological structure, but differ in height. Velocity and direction of the wind, as well as precipitation, are of dominating importance. Dispelling the cliff starts at wind speeds of two–three ms-1. At this speed, the distance at which the material is transported is short and is only a few meters, while for the transport of fine sand and dust on the top of the bluff the wind speed must be over 10 ms-1. It was observed that such speeds of the wind or gust are characteristic of days with an average wind velocity of at least six ms-1. The number of days with potential deflation on the bluff is four times higher in the area of Ustka than in the Świnoujście region. On average, the bluff in Ustka can be dispersed by wind throughout 33 days in a year, while the one in Wolin in less than eight days. Erosive and accumulative eolian forms are small, their sizes are generally less than one meter, only with rhythmic swelling to the size of several meters.
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Eyles, N., and K. W. F. Howard. "A hydrochemical study of urban landslides caused by heavy rain: Scarborough Bluffs, Ontario, Canada." Canadian Geotechnical Journal 25, no. 3 (August 1, 1988): 455–66. http://dx.doi.org/10.1139/t88-051.

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Scarborough Bluffs is a 15 km long stretch of the Lake Ontario shoreline east of downtown Toronto. This heavily urbanized area currently represents Canada's most serious erosion problem. The worst affected zone is 1.5 km long and lies along South Marine Drive where 50 m high bluffs are failing by shallow retrogressive failures of jointed glacial clays over underlying deltaic sands and clays. The erosion rate is about four times that for the coastline as a whole.Heavy rains in the Toronto area in August and September 1986 produced a spate of slope failures and mud flows. Particularly heavy storms on September 10 and 29 triggered extensive retrogressive slope failures at South Marine Drive. Hydrochemical investigations of discharge waters suggest that slope failure was caused by surface runoff on the bluff top recharging lower slope areas by infiltration through joints in the upper clay capping. Discharge of water from the lower slope is impeded by less permeable barriers in the deltaic stratigraphy at the site and by a cover of clayey slope debris. Data suggest that provision for adequate drainage of the bluff top, by interceptor drains, is a prerequisite for controlling slope behaviour in the area. Key words: slopes, erosion, groundwater, hydrochemical, recharge, drainage.
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Farber, David T., and Heather Weitzner. "BLUFF STABILIZATION AND PROTECTION ON THE GREAT LAKES; A CASE STUDY." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 5. http://dx.doi.org/10.9753/icce.v36.risk.5.

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The focus of this project was to design a shoreline remediation system that would stabilize and protect an eroding bluff on Lake Ontario. The significance of this project is the innovative techniques utilized to stabilize a 100-foot-high, almost 45º angle bluff from the erosive forces caused by waves, wind, groundwater, and rain. Geosynthetics, blown on compost material, and the installation of an irrigation system were all tools that were utilized for bluff stabilization, while an armor stone revetment was used to protect the toe of the bluff. This project may be used as an example for other shorelines experiencing similar bluff failure and erosional issues.
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Asep Supriadi, Adhes Gamayel, Murtalim, Ujiburrohman, and Riyan Ariyansah. "PENGARUH BENTUK PENAMPANG BLUFF BODY PERSEGI, BELAH KETUPAT, DAN SEGITIGA TERHADAP TEGANGAN LISTRIK YANG DIHASILKAN OLEH PIEZOELEKTRIK." Jurnal Teknik Mesin Mechanical Xplore 2, no. 2 (March 2, 2022): 19–25. http://dx.doi.org/10.36805/jtmmx.v2i2.2169.

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Piezoelektrik adalah perangkat pemanen energi skala mikro yang mengkonversikan energi mekanik menjadi energi listrik. Ketika ada tumbukan pada material piezoelektrik maka akan menyebabkan terjadinya getaran serta menghasilkan tegangan dan defleksi. Metode penelitian ini yaitu dengan mengamati piezoelektrik yang bergetar akibat aliran udara yang melewati penampang bluff body untuk menghasilkan tegangan listrik.. Dimana dimensi dan tinggi dalam satu penampang bluff body persegi, belah ketupat, dan segitiga memiliki ukuran yang sama yaitu 7 cm. Kecepatan aliran angin yang dipakai yaitu 5 m/s, 7 m/s, dan 9m/s. Penelitian dilakukan di dalam terowongan angin dan jarak penampang bluff body terhadap piezoelektrik yaitu 80 cm. Hasil dari variabel bentuk penampang bluff body yang menghasilkan tegangan listrik tertinggi yaitu pada penampang bluff body belah ketupat. Hasil dari variabel kecepatan yang menghasilkan tegangan listrik tertinggi yaitu pada kecepatan 9 m/s menghasilkan tegangan listrik 5,58 volt penampang bluff body belah keupat. Akibat adanya olakan maka sirip bergerak keatas dan kebawah menumbuk piezoelektrik. Piezoelectric is a micro-scale energy harvesting device that converts mechanical energy into electrical energy. When there is a collision with the piezoelectric material, it will cause vibration and produce stress and deflection. This study aims to determine the effect of the shape of the cross section of the bluff body on the electric voltage generated by the piezoelectric. This research method is to observe the piezoelectric vibrating due to the flow of air that passes through the cross section of the bluff body to produce an electric voltage. The independent variables in this study were the shape of the bluff body, and the speed of the wind flow. Where the dimensions and height in one cross-section of the square bluff body, rhombus, and triangle have the same size, which is 7 cm. The wind speed used is 5 m/s, 7 m/s, and 9m/s. The research was conducted in a wind tunnel and the cross-sectional distance between the bluff body to the piezoelectric is 80 cm. The result of the variable cross-sectional shape of the bluff body that produces the highest electrical voltage is the rhombic bluff body cross-section. The result of the speed variable that produces the highest electrical voltage, which is at a speed of 9 m/s, produces an electric voltage of 5.58 volts across the body of the kept cliff. Due to the oscillations, the fins move up and down to hit the piezoelectric.
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Reber. "Calling Maria's Bluff." American Journal of Psychology 134, no. 2 (2021): 247. http://dx.doi.org/10.5406/amerjpsyc.134.2.0247.

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Dissertations / Theses on the topic "Bluff"

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Wilkinson, Catherine S. "Pleasant Bluff." University of Cincinnati / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1307104489.

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Benson, M. "Flow past bluff bodies." Thesis, University of Manchester, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.382725.

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Armstrong, Brian Jeffrey. "Unsteady flow over bluff bodies." Thesis, University of Edinburgh, 1985. http://hdl.handle.net/1842/11409.

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Spiteri, Matthew. "Aerodynamic control of bluff body noise." Thesis, University of Southampton, 2011. https://eprints.soton.ac.uk/181529/.

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The main aim of this study was to investigate noise reduction techniques for bluff body noise. Three methods were investigated, using a splitter plate on a fairing- strut configuration, applying flow control to the surface of a fairing and fitting a splitter plate behind a isolated bluff body. Aerodynamic tests were performed in wind tunnel facilities using particle image velocimetry (PIV), hotwire anemometry, pressure sensors and a force balance. Acoustic tests using a microphone array, on-surface microphones and freefield mi- crophones were performed to investigate the noise generated by the models. The splitter plate fitted to the fairing-strut configuration was found to be dominated by large scale vortex shedding. The addition of the splitter plate blocked the interaction between the two opposing shear layers aft of the shell's trailing edge thereby reducing their interaction with the downstream strut. Broadband noise reductions were observed as well as reduction in the noise levels of the peaks asso- ciated with the shedding. Applying flow control showed noise reductions for both cases when suction and blowing were applied. These reductions were observed at the lower tested Reynolds numbers (ReDshell = 1.75 x 105), at higher Reynolds numbers (ReDshell = 3.5 x 105) the noise reductions decreased when compared to the baseline case. The splitter plate fitted behind an isolated bluff body modified the wake, decreasing shedding frequency and drag with an increase in the splitter plate length. Broadband noise reductions were observed with all three splitter plate lengths and the tonal peak of the vortex shedding noise was suppressed. The study shed light on the possibility of achieving noise reductions using the three methods. However more research is required to apply these findings on a landing gear.
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Wolpert, Jeremy M. "Stratigraphic and structural analysis of the J1 Sandstone, Scotts Bluff Trend, Scotts Bluff and Morrill counties, Nebraska." Morgantown, W. Va. : [West Virginia University Libraries], 2006. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=4925.

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Thesis (M.S.)--West Virginia University, 2006.
Title from document title page. Document formatted into pages; contains xi, 103 p. : ill. (some col.), maps (some col.). Includes abstract. Includes bibliographical references (p. 90).
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Nordholm, Louise, and Kristina Hammar. "Bluff-PR är som att kissa i sängen : En kvalitativ studie om PR-konsultens syn på bluff-PR." Thesis, Mittuniversitetet, Avdelningen för medie- och kommunikationsvetenskap, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-21140.

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Denna studie grundar sig i den splittring som PR-konsulten befinner sig i, gällande de många etiska ställningstaganden som denne ställs inför. Detta i kombination med, att public relations som yrke ännu inte betraktas som en erkänd profession, gör att PR-branschen blir utsatt för intrång på dess område från övriga kommunikationsbranschen. Intresset för studien väcktes i samband med den intensiva mediebevakningen runt PR-konsulternas användande av bluff-PR och det sken som bluff-PR kastar över PR-branschen. Studien grundar sig i den fragmentering som idag präglar PR-branschen, gällande vikten av förtroende och etiska värderingar, samt den inverkan som bluff-PR har på yrkesverksamma PR-konsulter. I det här sammanhanget ses bluff-PR, som en PR-kampanj för att skapa nyfikenhet kring något utan att vara tydlig med avsändaren, för att vid ett senare skede avslöja vad det egentligen handlar om. Studiens syfte och frågeställningar är besvarade med hjälp av en kvalitativ metod; samtalsintervjuer. Yrkesverksamma PR-konsulter i Sverige, samtliga medlemmar i PRECIS, bjöds inledningsvis in att delta i vår studie. Resultatet som presenteras i studien är baserat på genomförda intervjuer med dessa PR-konsulter. Resultatet visar att PR-konsulterna befinner sig mitt i en pågående branschglidning som kommit att möjliggöra för andra att praktisera PR-konsultens ursprungliga uppgift. Samt att branschglidningen i sin tur möjliggjort för framväxten av bluff-PR. Därefter pekar resultatet på att den personliga etiken är den mest framstående gällande hur PR-konsulten resonerar kring sin yrkesroll. Respondenterna tror dock inte att användandet av bluff-PR kommit att förändra de förtroende som de inger i sin yrkesroll.
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Polpitiye, Sisira J. "Unsteady fluid flow around certain bluff bodies." Thesis, University of Leicester, 1986. http://hdl.handle.net/2381/34813.

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It is shown in this thesis that fluid dynamic forces on unsteadily moving bluff bodies depend on the history of motion as much as on the velocity and acceleration of motion. An empirical relationship between the motion of the body and the resulting force is obtained by analysing the effect of the history of motion on the fluid dynamic force at any instant. The fluid dynamic force, velocity and acceleration are obtained as functions of time, by oscillating test models in water while they are being towed at constant speed. The test models used are: 1. a two-dimensional circular cylinder, 2. a rectangular block with square frontal area and fineness ratio of 3:1, 3. a cruciform parachute canopy with arm ratio of 4:1, and 4. a ring-slot parachute canopy. The functions by which the history of flow affects the future forces, are evaluated by using the Convolution Integral. The results show that the effects due to history of both velocity and acceleration are by no means negligible, that is the velocity and the acceleration at a specific time prior to any instant is so domineering that the fluid dynamic force can approximately be expressed as being delayed by this period of time. This 'time-delay', or time lag (as opposed to phase-lag) in the part of the measured force is found to be independent of the frequency of excitation. In the light of this evidence, a prediction model is suggested for estimating unsteady fluid forces. The data required for the application of this prediction model are obtained experimentally. Chapter One of this thesis gives a brief explanation of the historical background of unsteady fluid dynamics. The effects of acceleration on the fluid dynamic force, in both ideal and real fluids, are discussed in Chapter Two. Explained in Chapter Three are the techniques used for building the force prediction model, and data acquisition. The experimental procedure is explained in Chapter Four. Chapter Five gives the empirical form of the prediction model, and some data that are used in association with this model.
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Schlunke, Katrina, of Western Sydney Hawkesbury University, Faculty of Social Inquiry, and School of Humanities. "An Autobiography of the Bluff Rock Massacre." THESIS_FSI_HUM_Schlunke_K.xml, 1998. http://handle.uws.edu.au:8081/1959.7/783.

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This thesis is a multi-faceted engagement with the many events and people that came to be known as 'The Bluff Rock Massacre'. Employing a number of textual techniques it seeks to articulate the ways in which 'historical' events and particular places come to be lived out in subjects who are both past and present and in a constant state of becoming. The work employs official historical records, family histories, tourist leaflets, gossip, field notes and other texts to show the multiple ways in which an event both becomes and exceeds its invention. The thesis is concerned with the ways in which the non-Aboriginal can write Australian history after the many Aboriginal interventions into hegemonic history and the ongoing re-appraisal of 'What happened?' Simultaneously the writing is written on the terrain of post-identity politics and is both queered and performative. The work attempts a textual exposition of the questions - How does one write the past when it is also the present?; What is a postcolonial autobiography?; what is a postcolonial sexuality/textuality? - rather than answer them
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Akbari, Mohammad Hadi. "Bluff-body flow simulations using vortex methods." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq55294.pdf.

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Schlunke, Katrina Maree. "An autobiography of the Bluff Rock massacre /." [Richmond, N.S.W.] : University of Western Sydney, Hawkesbury, 1999. http://library.uws.edu.au/adt-NUWS/public/adt-NUWS20030811.094439/index.html.

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Books on the topic "Bluff"

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Paine, Roxy. Bluff. New York: Public Art Fund, 2003.

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Bluff. London: Samuel French, 2004.

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Lardo, Vincent. McNally's bluff. Waterville, Me: Wheeler Pub., 2004.

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Copyright Paperback Collection (Library of Congress), ed. Double bluff. New York: Onyx, 2002.

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Herbert, Mary H. Dragon's bluff. Renton, WA: Wizards of the Coast, 2001.

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Warren, Linda. Texas Bluff. Toronto, Ontario: Harlequin, 2008.

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Double bluff. Bath, England: Chivers Press, 1991.

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Copyright Paperback Collection (Library of Congress), ed. Wolf's bluff. New York: Leisure Books, 2010.

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Pease, Karen Bessey. Grumble Bluff. New York: Eloquent Books, 2008.

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Ball, Richard. Bluff & Co. Godstone: Merryvine, 1996.

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Book chapters on the topic "Bluff"

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Heinrich, Peter. "Bluff." In Wörterbuch der Mikropolitik, 33–34. Wiesbaden: VS Verlag für Sozialwissenschaften, 1998. http://dx.doi.org/10.1007/978-3-663-11890-9_13.

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Mérő, László. "The Bluff." In Moral Calculations, 67–80. New York, NY: Springer New York, 1998. http://dx.doi.org/10.1007/978-1-4612-1654-4_5.

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Mérö, László. "Der Bluff." In Optimal entschieden?, 99–117. Basel: Birkhäuser Basel, 1998. http://dx.doi.org/10.1007/978-3-0348-6075-8_5.

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Pemberton, Miriam. "Pine Bluff." In Six Stops on the National Security Tour, 100–119. New York: Routledge, 2022. http://dx.doi.org/10.4324/9781003293705-6.

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Chudgar, Neil. "Slip’s Bluff." In The Theatre of Naomi Wallace, 127–34. New York: Palgrave Macmillan US, 2013. http://dx.doi.org/10.1057/9781137017925_11.

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Flay, Richard G. J. "Bluff Body Aerodynamics." In Advanced Structural Wind Engineering, 59–84. Tokyo: Springer Japan, 2013. http://dx.doi.org/10.1007/978-4-431-54337-4_3.

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Flamini, Enrico, Alessandro Coletta, Maria Libera Battagliere, and Maria Virelli. "Glover Bluff, USA." In Encyclopedic Atlas of Terrestrial Impact Craters, 515–16. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-05451-9_143.

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Staffieri, Stelvio, Alessandro Coletta, Maria Libera Battagliere, and Maria Virelli. "Gosses Bluff, Australia." In Encyclopedic Atlas of Terrestrial Impact Craters, 261–64. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-05451-9_67.

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Jones, Brian. "Diagenesis–Bluff Group." In Geology of the Cayman Islands, 93–134. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-08230-6_6.

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Pasetti, Matteo. "Neither Bluff nor Revolution." In In the Society of Fascists, 87–107. New York: Palgrave Macmillan US, 2012. http://dx.doi.org/10.1057/9780230392939_5.

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Conference papers on the topic "Bluff"

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Hurwitz, Evan, and Tshilidzi Marwala. "Learning to bluff." In 2007 IEEE International Conference on Systems, Man and Cybernetics. IEEE, 2007. http://dx.doi.org/10.1109/icsmc.2007.4413589.

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Mickelson, David M. "HAS ANOTHER PERIOD OF BLUFF INSTABILITY BEGUN ON WISCONSIN’S LAKE MICHIGAN BLUFFS?" In 52nd Annual North-Central GSA Section Meeting - 2018. Geological Society of America, 2018. http://dx.doi.org/10.1130/abs/2018nc-312172.

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Noetscher, Greg, and Richard Charles. "Benchmarking Bluff Body Aerodynamics." In 21st AIAA Aerodynamic Decelerator Systems Technology Conference and Seminar. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2011. http://dx.doi.org/10.2514/6.2011-2607.

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HANNA, M., M. BARDON, and V. RAO. "Flame stabilization behind bluff bodies." In 25th Joint Propulsion Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-2801.

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McKean, T. A. M., A. H. Thomas, J. R. Chesher, and M. C. Weggeland. "Schrader Bluff CO2 EOR Evaluation." In SPE Western Regional Meeting. Society of Petroleum Engineers, 1999. http://dx.doi.org/10.2118/54619-ms.

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Davies, P. O. A. L. "CONVECTIVE HEAT TRANSFER FROM BLUFF BODIES." In International Heat Transfer Conference 3. Connecticut: Begellhouse, 2019. http://dx.doi.org/10.1615/ihtc3.1850.

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Mittal, R., and S. Balachandar. "Vortical structures in bluff body wakes." In 33rd Aerospace Sciences Meeting and Exhibit. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1995. http://dx.doi.org/10.2514/6.1995-867.

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Balkanyi, Szabolcs, Luis Bernal, Bahram Khalighi, and V. Sumantran. "Dynamics of manipulated bluff body wakes." In Fluids 2000 Conference and Exhibit. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2000. http://dx.doi.org/10.2514/6.2000-2556.

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Tang Wenhua and Qian Renzhang. "Investigation on flame stability of bluff-body and slitted bluff-body burner in diesel fog combustion." In Environment (ICMREE). IEEE, 2011. http://dx.doi.org/10.1109/icmree.2011.5930722.

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He, Xu, Li Zhen, Xu Yixian, and Yu Hongpeng. "The Design and Optimization of a New Bluff Body of the Electromagnetic Vortex Flowmeter Based on ISIGHT." In ASME 2015 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/detc2015-46680.

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Abstract:
Bluff body plays a significant role in the electromagnetic vortex flowmeter. More reasonable structure and size of the bluff body can generate more strong and stable vortex shedding for the better sensor measurement. Currently, the optimization for the size of the bluff body is that dispersing the parameter interval and comparing the different size combinations by many researchers. In this method, the result may be the local optimum easily, and the process is same that the simulation is a waste of time for the vortex shedding in the different sizes of the bluff body more or less. However, a new kind of bluff body and an optimization method are proposed in this paper. By means of the NSGA-II algorithm, the size of the bluff body is optimized in the ISIGHT software integrated of Gambit, Fluent and Excel in different Reynolds numbers conditions. At last, we obtained the reasonable size of the bluff body in a wide range of the Reynolds number (2.9×103∼6×104).
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Reports on the topic "Bluff"

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Peacock, Lance, and Henry W. Robison. Pine Bluff Arsenal Fish Survey. Fort Belvoir, VA: Defense Technical Information Center, March 2000. http://dx.doi.org/10.21236/ada374290.

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Ensminger, J. T., E. L. Hillsman, R. D. Johnson, J. A. Morrisey, W. P. Staub, C. R. Boston, D. B. Hunsaker, et al. Disposal of chemical agents and munitions stored at Pine Bluff Arsenal, Pine Bluff, Arkansas. Office of Scientific and Technical Information (OSTI), September 1991. http://dx.doi.org/10.2172/5823805.

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Peacock, Lance. Prescribed Burn at Pine Bluff Arsenal. Fort Belvoir, VA: Defense Technical Information Center, September 2004. http://dx.doi.org/10.21236/ada428641.

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Peacock, Lance, and Michael Melnechuk. Prescribed Burn at Pine Bluff Arsenal. Fort Belvoir, VA: Defense Technical Information Center, March 2003. http://dx.doi.org/10.21236/ada412782.

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REYNOLDS SMITH AND HILLS JACKSONVILLE FL. Energy Engineering Analysis Program, Lighting Survey of Selected Buildings, Pine Bluff Arsenal, Pine Bluff, Arkansas. Executive Summary. Fort Belvoir, VA: Defense Technical Information Center, June 1995. http://dx.doi.org/10.21236/ada330495.

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Buzard, R. M., and J. R. Overbeck. Coastal bluff stability assessment for Homer, Alaska. Alaska Division of Geological & Geophysical Surveys, December 2022. http://dx.doi.org/10.14509/30908.

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REYNOLDS SMITH AND HILLS JACKSONVILLE FL. Energy Engineering Analysis Program Lighting Survey of Selected Buildings, Pine Bluff Arsenal, Pine Bluff, Arkansas. Volume 2C Appendices. Fort Belvoir, VA: Defense Technical Information Center, June 1995. http://dx.doi.org/10.21236/ada330491.

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REYNOLDS SMITH AND HILLS JACKSONVILLE FL. Energy Engineering Analysis Program. Lighting Survey of Selected Buildings, Pine Bluff Arsenal, Pine Bluff, Arkansas. Volume 2A: Appendices. Fort Belvoir, VA: Defense Technical Information Center, June 1995. http://dx.doi.org/10.21236/ada330492.

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REYNOLDS SMITH AND HILLS JACKSONVILLE FL. Energy Engineering Analysis Program Lighting Survey of Selected Buildings, Pine Bluff Arsenal, Pine Bluff, Arkansas: Volume 2D, Appendices. Fort Belvoir, VA: Defense Technical Information Center, June 1995. http://dx.doi.org/10.21236/ada330497.

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REYNOLDS SMITH AND HILLS JACKSONVILLE FL. Energy Engineering Analysis Program Lighting Survey of Selected Buildings, Pine Bluff Arsenal, Pine Bluff, Arkansas. Volume 2E Appendices. Fort Belvoir, VA: Defense Technical Information Center, June 1995. http://dx.doi.org/10.21236/ada330499.

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