Gotowa bibliografia na temat „Flocculated suspension”
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Artykuły w czasopismach na temat "Flocculated suspension"
Adachi, Yasuhisa, Motoyoshi Kobayashi, Tomonori Fukasawa i Peter J. Scalesc. "Rheological Properties of Flocculated Colloidal Suspension". Journal of the Society of Powder Technology, Japan 47, nr 4 (2010): 230–39. http://dx.doi.org/10.4164/sptj.47.230.
Pełny tekst źródłaMacDonald, Iain T., Christopher E. Vincent, Peter D. Thorne i Benjamin D. Moate. "Acoustic scattering from a suspension of flocculated sediments". Journal of Geophysical Research: Oceans 118, nr 5 (maj 2013): 2581–94. http://dx.doi.org/10.1002/jgrc.20197.
Pełny tekst źródłaDakskobler, Aleš, i Matjaz Valant. "Large-Scale Self-Assembly in Weakly-Flocculated Suspensions". Current Smart Materials 4, nr 1 (2.07.2019): 68–74. http://dx.doi.org/10.2174/2405465804666190313153806.
Pełny tekst źródłaLau, Y. L. "Modelling of single-grain and floc settling". Canadian Journal of Earth Sciences 26, nr 12 (1.12.1989): 2523–28. http://dx.doi.org/10.1139/e89-215.
Pełny tekst źródłaRedlinger-Pohn, Jakob D., Melanie Mayr, Gregor Schaub, David Gruber i Stefan Radl. "Fines mobility and distribution in streaming fibre networks: experimental evidence and numerical modeling". Cellulose 27, nr 16 (23.09.2020): 9663–82. http://dx.doi.org/10.1007/s10570-020-03443-9.
Pełny tekst źródłaHirata, Yoshihiro, Koichiro Matsushima, Shinichi Baba, Naoki Matsunaga i Soichiro Sameshima. "Theoretical and Experimental Analyses of Colloidal Processing of Nanoparticles". Advances in Science and Technology 62 (październik 2010): 131–40. http://dx.doi.org/10.4028/www.scientific.net/ast.62.131.
Pełny tekst źródłaWEI, Xianfu, Takeshi AMARI i Koichiro WATANABE. "Thermal Conductivity and Flocculated Structure of Suspension of Carbon Black". Nihon Reoroji Gakkaishi(Journal of the Society of Rheology, Japan) 19, nr 1 (1991): 25–31. http://dx.doi.org/10.1678/rheology1973.19.1_25.
Pełny tekst źródłaGOTO, Suguru, Shoichi SHIMA i Toyoharu NAWA. "A PREDICTION FOR FLOW CURVE HYSTERESIS OF FLOCCULATED CONCENTRATED SUSPENSION". Cement Science and Concrete Technology 64, nr 1 (2010): 545–51. http://dx.doi.org/10.14250/cement.64.545.
Pełny tekst źródłaGOTOH, Suguru, Tatsuki TANAKA, Masanobu ANDO i Toyoharu NAWA. "RHEOLOGICAL MODEL FOR CONCENTRATED FLOCCULATED SUSPENSION BASED ON FRACTAL CONCEPT". Cement Science and Concrete Technology 68, nr 1 (2014): 299–306. http://dx.doi.org/10.14250/cement.68.299.
Pełny tekst źródłaLandman, Kerry A., J. M. Stankovich i Lee R. White. "Measurement of the filtration diffusivityD(φ) of a flocculated suspension". AIChE Journal 45, nr 9 (wrzesień 1999): 1875–82. http://dx.doi.org/10.1002/aic.690450905.
Pełny tekst źródłaRozprawy doktorskie na temat "Flocculated suspension"
Wheatland, Jonathan Antony Thomas. "Characterising the multi-scale properties of flocculated sediment by X-ray and focused ion beam nano-tomography". Thesis, Queen Mary, University of London, 2017. http://qmro.qmul.ac.uk/xmlui/handle/123456789/25984.
Pełny tekst źródłaGustavsson, Katarina. "Mathematical and Numerical Modeling of 1-D and 2-D Consolidation". Doctoral thesis, KTH, Numerical Analysis and Computer Science, NADA, 2003. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-3497.
Pełny tekst źródłaA mathematical model for a consolidation process of a highlyconcentrated, flocculated suspension is developed.Thesuspension is treated as a mixture of a fluid and solidparticles by an Eulerian two-phase fluid model.W e characterizethe suspension by constitutive relations correlating thestresses, interaction forces, and inter-particle forces toconcentration and velocity gradients.This results in threeempirically determined material functions: a hystereticpermeability, a non-Newtonian viscosity and a non-reversibleparticle interaction pressure.P arameters in the models arefitted to experimental data.
A simulation program using finite difference methods both intime and space is applied to one and two dimensional testcases.Numer ical experiments are performed to study the effectof different viscosity and permeability models. The effect ofshear on consolidation rate is studied and it is significantwhen the permeability hysteresis model is employed.
Kurt, Nilufer, i nilf_k@yahoo com au. "A Study of Channelling Behaviour in Batch Sedimentation". RMIT University. School of Civil and Chemical Engineering, 2006. http://adt.lib.rmit.edu.au/adt/public/adt-VIT20061220.120258.
Pełny tekst źródłaHolmqvist, Claes. "Mechanical modelling of blade forming and drainage of flocculated suspensions". Doctoral thesis, Stockholm, 2005. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-141.
Pełny tekst źródłaGladman, Brendan Robert. "The effect of shear on dewatering of flocculated suspensions". 2005. http://repository.unimelb.edu.au/10187/6726.
Pełny tekst źródłaDespite representing a significant improvement over a kinematical approach, Buscall and White’s dewatering theory involves a number of simplifications so that in practise, simulations often underestimate dewatering in full sized thickeners [97, 153]. One aspect of thickening that is poorly understood is the effect of raking. At the base of the thickener, a rake transports the thickened sediment to the outlet. An additional effect from raking is to increase the average solid concentration in the underflow [33, 46]. Raking introduces normal and shear stresses, which cannot be described within a one-dimensional framework. Therefore, observed differences between predicted and measured thickener underflow concentrations are attributed to the action of the rake.
The aim of this thesis is to develop a better understanding of how shear stresses effect compressional dewatering in both pilot and full scale thickening operations. Before attempting to quantify the effect of shear on dewatering, it was considered necessary to first establish that the 1-D model was capable of predicting dewatering in the absence of shear. Up until now, no known studies have been undertaken to validate the model under controlled conditions. To approximate one-dimensional flow with no shear, a tall narrow column with no moving parts was used. Two solid fluxes and several bed heights were studied, and the outputs from the column were compared with the 1-D model predictions. The results show that under ideal conditions, the model predicted the underflow solid concentration to within 10 %.
The effect of shear on dewatering was investigated using a Couette shear device. Couette geometry was chosen to provide uniform shear. Since in Couette flow, no normal stresses act in the direction of rotation, the mechanism behind dewatering can investigated. These experiments showed that shear caused dewaterability to improve up to a critical shear rate, beyond which dewaterability was adversely affected. The relationship between this critical shear rate and flocculation conditions was investigated by using different flocculant dosages. The shear modified Py (φ,γ) and R(φ,γ) can be input to the 1−D model, thereby incorporating shear indirectly. As a result, the model predicted an order of magnitude increase in solids flux.
The above procedure was used to characterise the dewaterability of a real thickener feed as a function of shear rate. The optimum shear rate was determined by finding the minimum R(φ,γ). Then, Py(φ) and R(φ) were input into the thickener model. The predicted underflow concentration could then be compared against plant data.
Even when shear is taken into account, the model still under predicts the performance of the thickener. To understand this result, the pilot column work was revisited since the control over experimental conditions was far greater. To introduce shear, concentric cylinders were installed in the column and rotated at a fixed speed. Thus, the effect of shear and bed height on underflow density were determined at different rates of shear. This showed that the underflow concentration increased with bed height; a result not expected based on the model prediction. The effects of shear on underflow density were secondary to bed height.
The bed height dependence can only be explained if dewatering is not steady but changes over time. For a four metre bed height the residence time is eight times longer than a one metre bed. Improvements in dewatering could be related to time dependent restructuring of aggregates which would result in an associated change in R(φ). By fluidizing suspensions for times corresponding to the residence times in the tall column, R(φ) and Py(φ) could be determined, as functions of volume fraction and time. Aggregate properties including structure and density were measured before and after fluidization using focussed beam reflectance measurement (FBRM) and floc density analysis (FDA).
Majumdar, Sayantan. "Flow Induced Instabilities, Shear-Thickening And Fluctuation Relations In Sheared Soft Matter". Thesis, 2012. http://hdl.handle.net/2005/2560.
Pełny tekst źródłaCzęści książek na temat "Flocculated suspension"
Eissenberg, D. M. "Determination of the Limiting Viscosity of Flocculated Suspensions". W Developments in Theoretical and Applied Mechanics, 277–91. Boston, MA: Springer US, 1995. http://dx.doi.org/10.1007/978-1-4899-5696-5_18.
Pełny tekst źródłaPołednik, Bernard. "Laboratory Method for the Densification Efficiency Estimation in Flocculated Suspensions". W Environmental Engineering Studies, 207–14. Boston, MA: Springer US, 2003. http://dx.doi.org/10.1007/978-1-4419-8949-9_21.
Pełny tekst źródłaBürger, Raimund, i Kenneth Hvistendahl Karlsen. "A Strongly Degenerate Convection-diffusion Problem Modeling Centrifugation of Flocculated Suspensions". W Hyperbolic Problems: Theory, Numerics, Applications, 207–16. Basel: Birkhäuser Basel, 2001. http://dx.doi.org/10.1007/978-3-0348-8370-2_22.
Pełny tekst źródłaWedlock, D. J., A. Moman i J. Grimsey. "Consolidation of Depletion Flocculated Concentrated Suspensions Influence of Non-Adsorbing Polymer Concentration on Consolidation Rate Constants". W The Structure, Dynamics and Equilibrium Properties of Colloidal Systems, 749–57. Dordrecht: Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-011-3746-1_50.
Pełny tekst źródłaRUEB, C. J., i C. F. ZUKOSKI. "EFFECT OF ATTRACTIVE INTERACTIONS ON THE FLOW PROPERTIES AND MICROSTRUCTURE OF A FLOCCULATED SUSPENSION". W Theoretical and Applied Rheology, 657. Elsevier, 1992. http://dx.doi.org/10.1016/b978-0-444-89007-8.50286-0.
Pełny tekst źródłaBERGSTRÖM, L., C. H. SCHILLING i I. A. AKSAY. "COMPRESSIVE YIELD STRESSES OF FLOCCULATED PARTICLE SUSPENSIONS". W Theoretical and Applied Rheology, 579–81. Elsevier, 1992. http://dx.doi.org/10.1016/b978-0-444-89007-8.50249-5.
Pełny tekst źródłaOTSUBO, YASUFUMI. "DYNAMIC VISCOELASTICITY OF SUSPENSIONS FLOCCULATED BY POLYMER BRIDGING". W Theoretical and Applied Rheology, 628–30. Elsevier, 1992. http://dx.doi.org/10.1016/b978-0-444-89007-8.50265-3.
Pełny tekst źródłaWEDLOCK, D. J., A. BARKER, J. GRIMSEY i A. MOMAN. "CONSOLIDATION OF DEPLETION FLOCCULATED CONCENTRATED SUSPENSIONS INFLUENCE OF NON-ADSORBING POLYMER CONCENTRATION". W Advances in Measurement and Control of Colloidal Processes, 51–64. Elsevier, 1991. http://dx.doi.org/10.1016/b978-0-7506-1106-0.50008-4.
Pełny tekst źródłaJolivet, Jean-Pierre. "Surface Chemistry and Physicochemistry of Oxides". W Metal Oxide Nanostructures Chemistry. Oxford University Press, 2019. http://dx.doi.org/10.1093/oso/9780190928117.003.0008.
Pełny tekst źródłaStreszczenia konferencji na temat "Flocculated suspension"
Zhou, Jianguo, i Erol Sancaktar. "Epoxy/Nickel Conductive Adhesive Rheology During Processing and Cure". W ASME 2008 International Mechanical Engineering Congress and Exposition. ASMEDC, 2008. http://dx.doi.org/10.1115/imece2008-67414.
Pełny tekst źródłaTurlej, Tymoteusz. "SEDIMENTATION OF FLOCCULATE SUSPENSION". W 19th SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings. STEF92 Technology, 2019. http://dx.doi.org/10.5593/sgem2019/3.1/s12.064.
Pełny tekst źródłaKay, Elizabeth D., T. Bond Calloway, David C. Koopman, Robin L. Brigmon i Russell E. Eibling. "Rheology Modifiers for Radioactive Waste Slurries". W ASME/JSME 2003 4th Joint Fluids Summer Engineering Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/fedsm2003-45496.
Pełny tekst źródłaRaporty organizacyjne na temat "Flocculated suspension"
Buerger, Raimund, i Kenneth H. Karlsen. A Strongly Degenerate Convection-Diffusion Problem Modeling Centrifugation of Flocculated Suspensions. Fort Belvoir, VA: Defense Technical Information Center, czerwiec 2000. http://dx.doi.org/10.21236/ada397140.
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