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Relevant bibliographies by topics / Bet Shean

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Academic literature on the topic 'Bet Shean'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Bet Shean"

1

Kronfeld, J., J. C. Vogel, E. Rosenthal, and M. Weinstein-Evron. "Age and Paleoclimatic Implications of the Bet Shean Travertines." Quaternary Research 30, no. 3 (November 1988): 298–303. http://dx.doi.org/10.1016/0033-5894(88)90005-1.

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From 41,000 to over 22,000 yr B.P., a massive and areally extensive spring travertine was deposited in the Bet Shean Valley, Israel. This travertine is coeval with the Ami'az Member of the Lisan Formation which represents a high lake stand. The travertine deposition is contemporaneous with a more active hydrologic regime associated with wetter conditions in the arid zones of the southern Levant adjacent to southern Israel. These wetter conditions facilitated formation of a widespread spring tufa and also enhanced the water levels of Lake Lisan.

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Tsafrir, Yoram, and Gideon Foerster. "Urbanism at Scythopolis-Bet Shean in the Fourth to Seventh Centuries." Dumbarton Oaks Papers 51 (1997): 85. http://dx.doi.org/10.2307/1291763.

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Khamis, Elias. "A Bronze Weight of Saʿîd b. ʿAbd al-Malik from Bet Shean/Baysân." Journal of the Royal Asiatic Society of Great Britain & Ireland 12, no. 2 (July 2002): 143–54. http://dx.doi.org/10.1017/s1356186302000214.

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AbstractThis paper presents a unique bronze weight manufactured by the order of a little-known son of [ain]Abd al-Malik, who was governor of Jund Filastîn for a short period. The weight, of the Byzantine disc type, but bearing Arabic inscriptions, was found in the excavations carried out by the Institute of Archaeology of the Hebrew University of Jerusalem in 1990. It is discussed here in the context of other metal weights of the period which bear Arabic inscriptions but are of Byzantine form, and which sometimes also bear Byzantine symbols and Greek inscriptions.

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KHAMIS, ELIAS. "Two wall mosaic inscriptions from the Umayyad market place in Bet Shean/Baysān." Bulletin of the School of Oriental and African Studies 64, no. 2 (June 2001): 159–76. http://dx.doi.org/10.1017/s0041977x0100009x.

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This article reports the discovery by the Hebrew University Expedition to Bet Shean of two unique wall mosaics with Arabic inscriptions under the ruins of the entrance gate to the Umayyad market in the south-eastern part of the excavated city centre. This gate consisted of two stone piers; on the front of each of these was a rectangular decorated stone frame and a mosaic inscription in square Kufic script executed in gilded tesserae on a deep blue background. The first inscription contains four lines of prayer, including the Basmallah and the testimony of al-Shahāda. The lower part of the inscription was not found and it is suggested that the three missing lines contained the quranic verse (IX, 33), most frequently quoted in the Umayyad period. The second inscription consists of seven lines, again starting with the Basmallah formula, and followed by the order given by the Caliph Hishām b. ‘Abd al-Malik (reigned 105–125 A.H./724–743 C.E.) to the governor of jund al-Urdunn Ishāq b. Qabisa to erect this building. The market structure is believed to have been completed in the year 120 A.H./738 C.E. It collapsed eleven years later in the earthquake of 749.

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Hadad, Shulamit. "Oil Lamps from the Abbasid through the Mamluk Periods at Bet Shean, Israel." Levant 31, no. 1 (January 1999): 203–24. http://dx.doi.org/10.1179/lev.1999.31.1.203.

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Hadad, Shulamit. "Marvered Glass Vessels from the Umayyad through Mamluk Periods at Bet Shean, Israel." Levant 34, no. 1 (January 2002): 151–58. http://dx.doi.org/10.1179/lev.2002.34.1.151.

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Hadad, Shulamit. "Incised Glass Vessels from the Umayyad and Abbasid-Fatimid Periods at Bet Shean, Israel." Bulletin of the American Schools of Oriental Research 317 (February 2000): 63–73. http://dx.doi.org/10.2307/1357484.

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Hadad, Shulamit. "Oil Lamps from the Third to the Eighth Century C. E. at Scythopolis-Bet Shean." Dumbarton Oaks Papers 51 (1997): 147. http://dx.doi.org/10.2307/1291764.

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Rosenthal, Eliahu. "Hydrochemistry of groundwater at unique outlets of the Bet Shean-Harod multiple-aquifer system, Israel." Journal of Hydrology 97, no. 1-2 (January 1988): 75–87. http://dx.doi.org/10.1016/0022-1694(88)90067-4.

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Rosenthal, Eliahu. "Ca-chloride brines at common outlets of the Bet Shean-Harod multiple-aquifer system, Israel." Journal of Hydrology 97, no. 1-2 (January 1988): 89–106. http://dx.doi.org/10.1016/0022-1694(88)90068-6.

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Dissertations / Theses on the topic "Bet Shean"

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Cao, Shuyun [Verfasser], Bernd [Akademischer Betreuer] Leiss, Bent T. [Akademischer Betreuer] Hansen, and Franz [Akademischer Betreuer] Neubauer. "Cenozoic tectonic deformation, thermochronology and exhumation of the Diancang Shan metamorphic massif along Ailao Shan-Red River shear zone, southeastern Tibet, China / Shuyun Cao. Gutachter: Bent T. Hansen ; Bernd Leiss ; Franz Neubauer. Betreuer: Bernd Leiss." Göttingen : Niedersächsische Staats- und Universitätsbibliothek Göttingen, 2011. http://d-nb.info/1042264902/34.

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Su, Yan. "An annular fluidized-bed experiment for inter-granular shear stress." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0008/MQ31257.pdf.

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Yeganeh-Bakhtiary, Abbas. "Computational mechanics of bed-load transport at high bottom shear." Kyoto University, 1999. http://hdl.handle.net/2433/181776.

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Chan, Ei Leen. "High shear granulation : a study of blade-granule bed interactions." Thesis, University of Sheffield, 2012. http://etheses.whiterose.ac.uk/3205/.

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Wet granulation, a common unit operation in multiple industries, involves the production of "granules" which are assemblies of primary particles held together by interparticle bonds. Depending on the application, granules with the required attributes such as enhanced strength, flowability, dissolution properties or uniform composition, can be manufactured. It is widely accepted in granulation research that the wet granulation process is comprised of several competing rate processes that dictate the granule growth behaviour and ultimately the granule attributes. In the micro-scale models developed for these rate processes (granule coalescence, consolidation and breakage) and further mapping studies to link formulation, processing and equipment variables to the granule growth behaviour, where the most significant of such work being the "Granulation growth regime map" (Iveson and Litster, 1998b; Iveson et al., 2001b), a fundamental parameter is the external stress exerted on the granules during granulation. The external stress is exerted by the main agitator in the granulator and subsequently transmitted via inter-granule or granule-wall collisions in the system. This thesis studies and characterises the external stress in a high shear granulator, more specifically the impeller blade-granule bed stress. The reserach was divided into the following main parts: A novel, custom-built telemetric impeller stress sensor in the studied granulator was first developed for direct measurements of the instantaneous blade-bed stress. With this system, the steady-state blade-bed stresses were studied for a range of parameters including bed load, granule sieve size and granule/particle density for dry beds and liquid addition for wet beds. The bed surface velocity, measured using high speed recording and analysed with Particle Imaging Velocimetry (PIV), was used to represent the characteristic velocity of the dynamic bed. A correction factor was applied to the theoretical blade-bed stress equation derived based on the imparted inertial stress on continuous bed, which accounted for the increasing bed 'fluidisation' with increasing impeller speed. This enabled much improved predictions of the time-averaged blade-bed stress for the studied parameters, especially at high impeller speeds. The blade-bed stress behaviour during the granulation process was also studied while looking at the evolution of granule attributes. Further characterisation of the steady-state blade-bed stress was carried out by simulating the dynamic dry particle beds in the high shear granulator using the Discrete Element Method (DEM), a widely used simulation method for granular systems. Following the validation of the DEM simulation with the experiments, additional impeller speeds, particle/particle bed properties, impeller geometries and granulator scales were studied from the simulations. A modified correction factor was also applied in the blade-bed stress equation to account for different granulator scales and blade widths. Additionally for the bed characteristic velocity, it was also shown that the bed surface velocity is not the dominant factor for the stress over-prediction from theory with increasing impeller speeds, i.e. the increasing bed 'fluidisation' is the dominant factor. Finally, the temporal values of the steady-state blade-bed stress, bed surface velocity and bed height were studied in terms of the variability/fluctuations, for the different parameters/conditions studied in the experiments and simulations as previously mentioned. More importantly, the results were also related to the identified flow regimes of the granule/particle bed when the impeller speed or Froude number was varied.

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Yaeger, Mary A. "MEAN FLOW AND TURBULENCE AROUND TWO SERIES OF EXPERIMENTAL DIKES." Thesis, The University of Arizona, 2009. http://hdl.handle.net/10150/193453.

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Scour around various structures obstructing flow in an open channel is a common problem; therefore a better understanding of how turbulent flow affects sediment transport is needed. Additionally, is it the mean flow or the turbulence properties that are more important in contributing to bed shear stress? To this end, an experimental study was conducted in a fixed-bed flume containing a series of dikes. Turbulence intensities and Reynold's stresses were calculated from 3-D velocity measurements gathered with a microADV. Results showed that the maximum shear stress was nearly 12-20 times that of the approach flow, while maximum turbulence intensities were about 3-5 times those of the incoming flow. Highest magnitudes of both were seen at the tip of the second dike in the three-dike series. The mean velocity appeared to have no relation to the formation of scour near the tips of the dikes but the turbulence intensities did.

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Sarra, Angela M. "Particle-wall shear stress measurements within the standpipe of a circulating fluidized bed." Morgantown, W. Va. : [West Virginia University Libraries], 2001. http://etd.wvu.edu/templates/showETD.cfm?recnum=2078.

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Thesis (M.S.)--West Virginia University, 2001.
Title from document title page. Document formatted into pages; contains xi, 137 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 136-137).

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Yang, Qingjun (Judy Qingjun). "Estimation of the bed shear stress in vegetated and bare channels." Thesis, Massachusetts Institute of Technology, 2015. http://hdl.handle.net/1721.1/99580.

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Thesis: S.M., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2015.
Cataloged from PDF version of thesis.
Includes bibliographical references (pages 69-77).
The shear stress at the bed of a channel influences important benthic processes such as sediment transport. Several methods exist to estimate the bed shear stress in bare channels without vegetation, but most of these are not appropriate for vegetated channels due to the impact of vegetation on the velocity profile and turbulence production. This study proposes a new model to estimate the bed shear stress in both vegetated and bare channels with smooth beds. The model, which is supported by measurements, indicates that for both bare and vegetated channels with smooth beds, within a viscous sub-layer at the bed, the viscous stress decreases linearly with increasing distance from the bed, resulting in a parabolic velocity profile at the bed. For bare channels, the model describes the velocity profile in the overlap region of the Law of the Wall. For emergent canopies of sufficient density (frontal area per unit canopy volume a >/= 4.3m⁻¹ ), the thickness of the linear-stress layer is set by the stem diameter, leading to a simple estimate for bed shear stress.
by Qingjun (Judy) Yang.
S.M.

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Ying, Ker-Jen. "Lift on a sphere in shear flow near flat channel bed." Diss., Virginia Tech, 1991. http://hdl.handle.net/10919/39966.

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McGibbon, David. "Shear zones of the Maud Belt, Antarctica : kinetics and deformation mechanisms." Master's thesis, University of Cape Town, 2014. http://hdl.handle.net/11427/9607.

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Includes bibliographical references.
The rocks of the Maud Belt, western Dronning Maud Land, Antarctica, have experienced at least two deformation phases related to the Grenvillian and Pan- African orogenies. Deformation is heterogeneous and strain is commonly localized within shear zones. The two study areas H.U. Sverdrupfjella and Neumayerskarvet mainly consist of paragneisses and orthogneisses and in places migmatites and granite intrusions. The orthogneisses and paragneisses mainly consist of coarse to medium grained quartz, feldspar and biotite and in places hornblende, garnet and epidote. The rock types only differ in the proportion of these minerals, the paragneisses having a higher proportion of biotite than the orthogneisses. Both study areas contain well developed lineations, defined by elongated quartz grains and in places hornblende and epidote, and a S₁+₂ foliation defined by biotite. The foliation is related to the shear zones in the region which are commonly sub-horizontal but locally sub-vertical in eastern Neumayerskarvet. In eastern Neumayerskarvet the paragneisses wrap around the competent orthogneiss units, resulting in sub-vertical strike-slip shear zones alongside the competent orthogniess units. Two differently orientated lineations are found in the study areas, a weak, shallow plunging, E-trending lineation that occurs within the host rock and always alongside a well developed, shallow plunging, SE-trending lineation. Within the shear zones only the SE-trending lineation is found. The presence of only the SE-trending lineation in the shear zones implies that the SE-trending lineation is associated with a more recent deformation phase, D₂, and that the weak Etrending lineation is associated with an older deformation phase, D₁. Two major collisional events affected the region, the Grenvillian (~1300 Ma to ~900 Ma) and the Pan-African (~600 Ma to ~450 Ma). D₂ is therefore likely associated with the Pan-African orogeny and D₁ with the older Grenvillian orogeny. Evidence for D₁ is distributed broadly within the host rock and is absent from the shear zones. If D₁ localized shear zones did exist, they have been overprinted by D₂. The presence of only D₂ in the shear zones implies that strain in D₂ was localized. The strain partitioning into narrow shear zones during the more recent deformation phase could be due to pre-existing fabrics from an earlier deformation phase. Superposition of later deformation into zones of pre-existing fabrics could be typical of areas that have experienced multiple deformation phases.

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Kottke, Peter Arthur. "Rheological Implications of Tension in Liquids." Diss., Georgia Institute of Technology, 2004. http://hdl.handle.net/1853/5015.

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This research investigates effects of tensile stresses in liquids. Areas of application include bearing lubrication and polymer processing, in which liquids may be subjected to hydrostatic tension or large shear stresses. A primary thrust of this research is the development of a criterion for liquid failure, or cavitation, based upon the general state of stress in the liquid. A variable pressure, rotating inner cylinder, Couette viscometer has been designed and used to test a hypothesized cavitation criterion. The criterion, that cavitation will occur when a principal normal stress in a liquid becomes more tensile than some critical stress, is supported by the results of experiments with the viscometer for a Newtonian liquid. Based upon experimental observation of cavitation, a model for cavitation inception from crevice stabilized gas nuclei, and gaseous, as opposed to vaporous, cavitation is hypothesized. The cavitation inception model is investigated through numerical simulation, primarily using the boundary element method. Only Newtonian liquids are modeled, and, for simulation purposes, the model is reduced to two dimensions and the limit of negligible inertia is considered. The model includes contact line dynamics. Mass transport of dissolved gas through the liquid and in or out of the gas nucleus is considered. The numerical simulations provide important information about the probable nature of cavitation nucleation sites as well as conditions for cavitation inception. The cavitation criterion predicts cavitation in simple shear, which has implications for rheological measurements. It can cause apparent shear thinning and thixotropy. Additionally, there is evidence suggesting a possible link between shear cavitation and extrusion defects such as sharkskin. A variable pressure capillary tube viscometer was designed and constructed to investigate a hypothesized relationship between shear cavitation and extrusion defects. Results indicate that despite the occasional coincidence of occurrence of cavitation and sharkskin defects, cavitation cannot explain the onset of extrusion defects. If nuclei are removed, then liquids can withstand a negative hydrostatic pressure. A falling body viscometer has been constructed and used to investigate the effect of negative pressures on viscosity. It is found that current pressure viscosity models can be accurately extrapolated to experimentally achievable negative pressures.

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Books on the topic "Bet Shean"

1

Benny, Arubas, ed. Islamic glass vessels from the Hebrew University excavations at Bet Shean. Jerusalem: Institute of Archaeology, the Hebrew University of Jerusalem, 2005.

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Hadad, Shulamit. Islamic glass vessels from the Hebrew University excavations at Bet Shean. Jerusalem: The Institute of Archaeology, the Hebrew University of Jerusalem, 2005.

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Hadad, Shulamit. The oil lamps from the Hebrew University excavations at Bet Shean. Jerusalem: The Institute of Archaeology, the Hebrew University of Jerusalem in cooperation with the Israel Exploration Society, 2002.

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Hadad, Shulamit. The oil lamps from the Hebrew University excavations at Bet Shean. Jerusalem: The Institute of Archaeology, the Hebrew University of Jerusalem in cooperation with the Israel Exploration Society, 2002.

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Yehudit, Turnheim, ed. "Peopled" scrolls in Roman architectural decoration in Israel: The Roman Theatre at Beth Shean, Scythopolis. Roma: G. Bretschneider, 1994.

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James, Frances W. The late Bronze Egyptian garrison at Beth Shan: A study of levels VII and VIII. Philadelphia: The University Museum, University of Pennsylvania, 1993.

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E, McGovern Patrick, and Bonn Anne G, eds. The late Bronze Egyptian garrison at Beth Shan: A study of levels VII and VIII. Philadelphia: University Museum, University of Pennsylvania, 1993.

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James, Frances W. The late Bronze Egyptian garrison at Beth Shan: A study of levels VII and VIII. Philadelphia: The University Museum, University of Pennsylvania, 1993.

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Ronen, Ariʼel. Mi-zikhronot Bet Sheʼan. Biḳʻat Bet Sheʼan: Ḳevutsat Ḥamadyah, 1995.

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The coinage of Nysa-Scythopolis (Beth-Shean). Jerusalem: Israel Numismatic Society, 2003.

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Book chapters on the topic "Bet Shean"

1

Hurley, M. T., and P. J. Schultheiss. "Sea-Bed Shear Moduli from Measurements of Tidally Induced Pore Pressures." In Shear Waves in Marine Sediments, 411–18. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3568-9_47.

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Huws, D. G., A. M. Davis, and J. D. Bennell. "Mapping of the Sea Bed Via In Situ Shear Wave (SH) Velocities." In Shear Waves in Marine Sediments, 337–43. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3568-9_38.

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Padget, Peter. "The Bamble Shear Belt, Southern Norway." In Basement Tectonics 10, 441. Dordrecht: Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-017-0831-9_54.

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Maa, Jerome P. Y. "The Bed Shear Stress of an Annular Sea-Bed Flume." In Estuarine Water Quality Management, 271–75. Berlin, Heidelberg: Springer Berlin Heidelberg, 1990. http://dx.doi.org/10.1007/978-3-642-75413-5_41.

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Maa, Jerome P. Y. "The bed shear stress of an annular sea-bed flume." In Estuarine Water Quality Management Monitoring, Modelling and Research, 271–75. Washington, D. C.: American Geophysical Union, 1990. http://dx.doi.org/10.1029/ce036p0271.

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Visuvamithiran, Nandakumar, V. Sriram, and Jaya Kumar Seelam. "Numerical Modelling of Bed Shear Stress in OpenFOAM." In Lecture Notes in Civil Engineering, 637–45. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3119-0_41.

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Sharma, Anurag, and Bimlesh Kumar. "Higher Order Statistics of Reynolds Shear Stress in Nonuniform Sand Bed Channel." In GeoPlanet: Earth and Planetary Sciences, 401–13. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-70914-7_27.

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Xia, Y. F., Hua Xu, and S. Z. Zhang. "Measurement and Primary Study on Bed Shear Stress Under Complex Hydrodynamic Environment." In APAC 2019, 529–33. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-0291-0_73.

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Kelley, Sharri A. "Low-temperature cooling histories of the Cheyenne belt and Laramie Peak shear zone, Wyoming, and the Soda Creek-Fish Creek shear zone, Colorado." In The Rocky Mountain Region—An Evolving Lithosphere: Tectonics, Geochemistry, and Geophysics, 55–70. Washington, D. C.: American Geophysical Union, 2005. http://dx.doi.org/10.1029/154gm05.

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Mordant, Christophe, Matt S. Dietz, Colin A. Taylor, André Plumier, and Hervé Degée. "Seismic Behavior of Thin-Bed Layered Unreinforced Clay Masonry Shear Walls Including Soundproofing Elements." In Seismic Evaluation and Rehabilitation of Structures, 77–93. Cham: Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-00458-7_6.

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Conference papers on the topic "Bet Shean"

1

Sebag, Annabel. "Bet she'an." In SIGGRAPH Asia 2013 Computer Animation Festival. New York, New York, USA: ACM Press, 2013. http://dx.doi.org/10.1145/2542398.2542431.

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Soler, Julien, David Calvet, Bastien Letoile, Jeremy Charbonel, Guillaume Raynaut, and Gongjin Wang. "Bet She'an." In ACM SIGGRAPH 2013 Computer Animation Festival. New York, New York, USA: ACM Press, 2013. http://dx.doi.org/10.1145/2503541.2503550.

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PALERMO, LEANDRO, VITOR CAUÊ GOMES, and LUIZ CARLOS WROBEL. "PLATE BUCKLING INCLUDING EFFECTS OF SHEAR DEFORMATION AND PLATE BENDING CURVATURES USING THE BOUNDARY ELEMENT METHOD." In BEM/MRM44. Southampton UK: WIT Press, 2021. http://dx.doi.org/10.2495/be440081.

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Palermo, L. "An alternative dynamic fundamental solution for plate bending including the shear deformation effect." In BEM/MRM 2013. Southampton, UK: WIT Press, 2013. http://dx.doi.org/10.2495/bem130141.

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Giraldo, M., H. Power, and W. Flórez. "Evaluation of strong shear thinning non-Newtonian fluid flow using single domain DR-BEM." In BEM/MRM 29. Southampton, UK: WIT Press, 2007. http://dx.doi.org/10.2495/be070111.

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Palermo, L., and R. A. Soares. "On the boundary element formulation to compute critical loads considering the effect of shear deformation in plate bending." In BEM/MRM 38. Southampton, UK: WIT Press, 2015. http://dx.doi.org/10.2495/bem380171.

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Palermo, L. "On the harmonic solution for plate bending: considering the effects of shear deformation and forces in the middle plane." In BEM/MRM 37. Southampton, UK: WIT Press, 2014. http://dx.doi.org/10.2495/be370201.

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Palermo Jr., L. "A tangential differential operator applied to stress and traction boundary integral equations for plate bending including the shear deformation effect." In BEM/MRM 2011. Southampton, UK: WIT Press, 2011. http://dx.doi.org/10.2495/be110031.

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Terrile, E., A. J. H. M. Reniers, and M. J. F. Stive. "INSTANTANEOUS BED SHEAR STRESSES IN SHOALING WAVES." In Proceedings of the 30th International Conference. World Scientific Publishing Company, 2007. http://dx.doi.org/10.1142/9789812709554_0194.

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Tavouktsoglou, Nicholas S., John M. Harris, Richard R. Simons, and Richard J. S. Whitehouse. "Bed Shear Stress Distribution Around Offshore Gravity Foundations." In ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/omae2015-41966.

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Offshore gravity foundations are often designed with complex geometries. Such structures interact with the local hydrodynamics and generate enhanced bed shear stresses and flow turbulence capable of scouring the seabed or destabilizing bed armour where deployed. In the present study a novel bed shear stress measurement method has been developed from the camera and laser components of a Particle Image Velocimetry (PIV) system. The bed shear stress amplification was mapped out around six models of gravity foundations with different geometries. Tests were repeated for two bed roughness conditions. The structures tested included uniform cylinders, cylindrical base structures and conical base structures. The flow field around the models was also measured using PIV. The results of this study reveal that the conical base structures generate a different hydrodynamic response compared to the other structures. For uniform cylinders the maximum bed shear stress amplification occurs upstream, at an angle of 45° relative to the flow direction, and measurements were found to agree well with numerical results obtained by Roulund et al. (2005). In the case of the cylindrical base structure the maximum amplification occurs upstream at a similar location to the uniform cylinder case. For the conical base structures the maximum amplification of the bed shear stress occurs on the lee side of the structure, with the magnitude dependent on the side slope of the cone. The bed shear stress results were validated against stresses derived from analysis of the flow fields obtained by the PIV measurements performed under the same test conditions. Conclusions from the study are that the structure with the cylindrical base foundation produces the lowest bed shear stress amplification and that an increase in the bed roughness results in an increase in the amplification of the bed shear stress. These findings have direct implications for design of scour protection. In addition the flow reattachment point behind the foundation is dependent on pile Reynolds number (ReD). This suggests that the results of this study may be extrapolated for higher pile Reynolds using the method described in Roulund et al. (2006).

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Reports on the topic "Bet Shean"

1

Lindley, Roy A., and Joseph C. Braun. Shear Ram Verification Test Protocol (VTP) Best Practices. Office of Scientific and Technical Information (OSTI), January 2017. http://dx.doi.org/10.2172/1393850.

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Hammack, E. A., David S. Smith, and Richard L. Stockstill. Modeling Vessel-Generated Currents and Bed Shear Stresses. Fort Belvoir, VA: Defense Technical Information Center, June 2008. http://dx.doi.org/10.21236/ada482693.

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Gorelenkov, N. N., H. L. Berk, E. Fredrickson, and S. E. Sharapov. Predictions and Observations of Low-shear Beta-induced Alfv�n-acoustic Eigenmodes in Toroidal Plasmas. Office of Scientific and Technical Information (OSTI), July 2007. http://dx.doi.org/10.2172/962734.

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Davidson, A., and J. W. F. Ketchum. Observations on the Maberly Shear Zone, a terrane boundary within the central metasedimentary belt, Grenville Province, Ontario. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1993. http://dx.doi.org/10.4095/134253.

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Johnstone, S. E., S. Lin, and H. A. I. Sandeman. Significance of the Walker Lake shear zone with respect to regional deformation in the Committee Bay belt, central mainland, Nunavut. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2002. http://dx.doi.org/10.4095/213192.

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St-Onge, M. R., S. B. Lucas, D. J. Scott, and N. J. Begin. Eastern Cape Smith Belt : An Early Proterozoic Thrust-Fold Belt and Basal Shear Zone Exposed in Oblique Section, Wakeham Bay and Cratere Du Nouveau Quebec map Areas, northern Quebec. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1986. http://dx.doi.org/10.4095/120344.

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Rahmani, Mehran, and Manan Naik. Structural Identification and Damage Detection in Bridges using Wave Method and Uniform Shear Beam Models: A Feasibility Study. Mineta Transportation Institute, February 2021. http://dx.doi.org/10.31979/mti.2021.1934.

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This report presents a wave method to be used for the structural identification and damage detection of structural components in bridges, e.g., bridge piers. This method has proven to be promising when applied to real structures and large amplitude responses in buildings (e.g., mid-rise and high-rise buildings). This study is the first application of the method to damaged bridge structures. The bridge identification was performed using wave propagation in a simple uniform shear beam model. The method identifies a wave velocity for the structure by fitting an equivalent uniform shear beam model to the impulse response functions of the recorded earthquake response. The structural damage is detected by measuring changes in the identified velocities from one damaging event to another. The method uses the acceleration response recorded in the structure to detect damage. In this study, the acceleration response from a shake-table four-span bridge tested to failure was used. Pairs of sensors were identified to represent a specific wave passage in the bridge. Wave velocities were identified for several sensor pairs and various shaking intensities are reported; further, actual observed damage in the bridge was compared with the detected reductions in the identified velocities. The results show that the identified shear wave velocities presented a decreasing trend as the shaking intensity was increased, and the average percentage reduction in the velocities was consistent with the overall observed damage in the bridge. However, there was no clear correlation between a specific wave passage and the observed reduction in the velocities. This indicates that the uniform shear beam model was too simple to localize the damage in the bridge. Instead, it provides a proxy for the overall extent of change in the response due to damage.

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Van Breemen, O., and S. Hanmer. Zircon Morphology and UPb Geochronology in Active Shear Zones: Studies On Syntectonic Intrusions Along the Northwest Boundary of the Central Metasedimentary Belt, Grenville Province, Ontario. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1986. http://dx.doi.org/10.4095/120692.

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Lovell, Alexis, Garrett Hoch, Christopher Donnelly, Jordan Hodge, Robert Haehnel, and Emily Asenath-Smith. Shear and tensile delamination of ice from surfaces : The Ice Adhesion Peel Test (IAPT). Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41781.

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For decades, researchers have sought to understand the adhesion of ice to surfaces so that low-cost ice mitigation strategies can be developed. Presently, the field of ice adhesion is still without formal standards for performing ice adhesion tests. The U.S. Army Corps Engineers’ Research and Development Center’s Cold Regions Research and Engineering Laboratory (ERDC-CRREL) has a longstanding history as an independent third party for ice adhesion testing services. Most notably, CRREL’s Zero-Degree Cone Test (ZDCT) has been an industry favorite for more than 30 years. Despite its wide acceptance, the ZDCT contains some shortcomings, namely that freshwater ice is formed on the surface of interest within the confines of an annular gap. To address this limitation, CRREL developed and uses the Ice Adhesion Peel Test (IAPT) for testing ice adhesion. This test employs an open planar substrate from which the ice can be removed under either tensile or shear loading, thereby allowing ice to be grown directly on the target substrate without the use of molds. The IAPT configuration is therefore amenable to different ice types and geometries and will provide utility to research studies that aim to develop surface treatments to mitigate ice in a wide range of environments. This report describes the IAPT and its use for characterizing the ice adhesion properties of materials.

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Rahai, Hamid, and Assma Begum. Numerical Investigations of Transient Wind Shear from Passing Vehicles Near a Road Structure (Part I: Unsteady Reynolds-Averaged Navier-Stokes Simulations). Mineta Transportation Institute, January 2021. http://dx.doi.org/10.31979/mti.2020.1933.

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In this research, the authors performed unsteady numerical simulations of a moving Ahmed body under a freeway overpass at different distances from the bridge columns in order to evaluate transient wind shear and the wind load on these columns. Results have shown that when the vehicle is at 0.75W distance from the bridge columns, an unsteady wind speed of up to 24 m/s is observed at the columns with a pressure coefficient difference of 0.9. Here W is the width of the vehicle. These results indicate with an appropriate system for harnessing these wind energy potentials, significant renewable electric power could be generated with zero carbon footprint.

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