Literatura académica sobre el tema "Vegetated channels"
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Artículos de revistas sobre el tema "Vegetated channels"
Zhang, Ming Wu, Chun Bo Jiang y He Qing Huang. "Lateral Distributions of Depth-Averaged Velocity in Compound Channels with Submerged Vegetated Floodplains". Applied Mechanics and Materials 641-642 (septiembre de 2014): 288–99. http://dx.doi.org/10.4028/www.scientific.net/amm.641-642.288.
Texto completoNepf, Heidi M. "Hydrodynamics of vegetated channels". Journal of Hydraulic Research 50, n.º 3 (junio de 2012): 262–79. http://dx.doi.org/10.1080/00221686.2012.696559.
Texto completoMohd Yusof, Muhammad Azizol, Suraya Sharil y Wan Hanna Melini Wan Mohtar. "THE HYDRODYNAMIC CHARACTERISTICS FOR VEGETATIVE CHANNEL WITH GRAVEL BED DUNES". Jurnal Teknologi 84, n.º 2 (27 de enero de 2022): 93–102. http://dx.doi.org/10.11113/jurnalteknologi.v84.17045.
Texto completoBorovkov, V. S. y M. Yurchuk. "Hydraulic resistance of vegetated channels". Hydrotechnical Construction 28, n.º 8 (agosto de 1994): 432–38. http://dx.doi.org/10.1007/bf01487449.
Texto completoNaot, Dan, Iehisa Nezu y Hiroji Nakagawa. "Unstable Patterns in Partly Vegetated Channels". Journal of Hydraulic Engineering 122, n.º 11 (noviembre de 1996): 671–73. http://dx.doi.org/10.1061/(asce)0733-9429(1996)122:11(671).
Texto completoCarollo, F. G., V. Ferro y D. Termini. "Flow Velocity Measurements in Vegetated Channels". Journal of Hydraulic Engineering 128, n.º 7 (julio de 2002): 664–73. http://dx.doi.org/10.1061/(asce)0733-9429(2002)128:7(664).
Texto completoSalama, Mohamed M. y Mohamed F. Bakry. "Design of earthen vegetated open channels". Water Resources Management 6, n.º 2 (1992): 149–59. http://dx.doi.org/10.1007/bf00872209.
Texto completoZhang, Jiao, Zhangyi Mi, Wen Wang, Zhanbin Li, Huilin Wang, Qingjing Wang, Xunle Zhang y Xinchun Du. "An Analytical Solution to Predict the Distribution of Streamwise Flow Velocity in an Ecological River with Submerged Vegetation". Water 14, n.º 21 (5 de noviembre de 2022): 3562. http://dx.doi.org/10.3390/w14213562.
Texto completoCarollo, Francesco Giuseppe, Vito Ferro y Donatella Termini. "ANALYSING LONGITUDINAL TURBULENCE INTENSITY IN VEGETATED CHANNELS". Journal of Agricultural Engineering 38, n.º 4 (31 de diciembre de 2007): 25. http://dx.doi.org/10.4081/jae.2007.4.25.
Texto completoNaot, Dan, Iehisa Nezu y Hiroji Nakagawa. "Hydrodynamic Behavior of Partly Vegetated Open Channels". Journal of Hydraulic Engineering 122, n.º 11 (noviembre de 1996): 625–33. http://dx.doi.org/10.1061/(asce)0733-9429(1996)122:11(625).
Texto completoTesis sobre el tema "Vegetated channels"
Judy, N. D. "Resistance to flow in vegetated channels". Thesis, University of Newcastle Upon Tyne, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.376983.
Texto completoIsmail, Zulhilmi. "A study of overbank flows in non-vegetated and vegetated floodplains in compound meandering channels". Thesis, Loughborough University, 2007. https://dspace.lboro.ac.uk/2134/7905.
Texto completoAbdalrazaak, Al-Asadi Khalid A. "Experimental Study and Numerical Simulation of Vegetated Alluvial Channels". Diss., The University of Arizona, 2016. http://hdl.handle.net/10150/596001.
Texto completoSavio, Mario. "Turbulent structure and transport processes in open-channel flows with patchy-vegetated beds". Thesis, University of Aberdeen, 2017. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=237016.
Texto completoNikora, Nina. "Flow structure and hydraulic resistance in channels with vegetated beds". Thesis, University of Aberdeen, 2015. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=227600.
Texto completoYang, 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.
Texto completoCataloged 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.
Maji, S., P. R. Hanmaiahgari, R. Balachandar, Jaan H. Pu, A. M. Ricardo y R. M. L. Ferreira. "A review on hydrodynamics of free surface flows in emergent vegetated channels". MDPI, 2020. http://hdl.handle.net/10454/17820.
Texto completoThis review paper addresses the structure of the mean flow and key turbulence quantities in free-surface flows with emergent vegetation. Emergent vegetation in open channel flow affects turbulence, flow patterns, flow resistance, sediment transport, and morphological changes. The last 15 years have witnessed significant advances in field, laboratory, and numerical investigations of turbulent flows within reaches of different types of emergent vegetation, such as rigid stems, flexible stems, with foliage or without foliage, and combinations of these. The influence of stem diameter, volume fraction, frontal area of stems, staggered and non-staggered arrangements of stems, and arrangement of stems in patches on mean flow and turbulence has been quantified in different research contexts using different instrumentation and numerical strategies. In this paper, a summary of key findings on emergent vegetation flows is offered, with particular emphasis on: (1) vertical structure of flow field, (2) velocity distribution, 2nd order moments, and distribution of turbulent kinetic energy (TKE) in horizontal plane, (3) horizontal structures which includes wake and shear flows and, (4) drag effect of emergent vegetation on the flow. It can be concluded that the drag coefficient of an emergent vegetation patch is proportional to the solid volume fraction and average drag of an individual vegetation stem is a linear function of the stem Reynolds number. The distribution of TKE in a horizontal plane demonstrates that the production of TKE is mostly associated with vortex shedding from individual stems. Production and dissipation of TKE are not in equilibrium, resulting in strong fluxes of TKE directed outward the near wake of each stem. In addition to Kelvin–Helmholtz and von Kármán vortices, the ejections and sweeps have profound influence on sediment dynamics in the emergent vegetated flows.
Folorunso, Olatunji Peter. "Physically and numerically modelling turbulent flow in a patchy vegetated open channel". Thesis, University of Birmingham, 2015. http://etheses.bham.ac.uk//id/eprint/5578/.
Texto completoCarraretto, Luca. "Functional characterization of AtTPK3 potassium channel of Arabidopsis thaliana". Doctoral thesis, Università degli studi di Padova, 2013. http://hdl.handle.net/11577/3426295.
Texto completoIl mio progetto di dottorato si è focalizzato sulla caratterizzazione, dal punto di vista biochimico ed elettrofisiologico, di una proteina denominata TPK3 che è predetta di funzionare come canale selettiva per il potassio (K+) ed essere localizzata nei cloroplasti nelle piante superiori,. Questa proteina appartiene alla famiglia dei canali TPK (da Tandem-Pore K+ channels) e mostra omologia di sequenza a un altro canale del K+ studiato nello stesso nostro laboratorio, denominato SynK (Zanetti et al., 2010), a localizzazione tilacoidale ed appartenente al phylum dei Cianobatteri. È stato dimostrato in più esperimenti che il canale SynK è fondamentale per la regolazione della fotosintesi nei Cianobatteri, in considerazione del fenotipo fotosensibile mostrato dai mutanti per il gene synk. Visto la localizzazione predetta del TPK3, è stato ipotizzato in partenza che TPK3 potesse svolgere un ruolo simile nelle piante superiori. Finora nulla si conosceva sulle proprietà di TPK3, ne sui suoi ruoli fisiologici, ne su di un suo eventuale coinvolgimento nella fotosintesi nelle piante superiori; il lavoro contenuto nel progetto presentato ha cercato di chiarire alcuni aspetti salienti delle funzioni di TPK3. Dopo studi di localizzazione subcellulare condotti con tecniche di biochimica e microscopia confocale, il canale TPK3 è stato espresso in E. coli per la successiva caratterizzazione elettrofisiologica in bilayer lipidico planare allo scopo di determinare la sua funzione come canale di K+. L’assenza di mutanti commerciali per il gene tpk3 ha necessitato la messa a punto del suo silenziamento tramite RNA interference del messaggero per la proteina suddetta, al fine di analizzarne i possibili ruoli fisiologici. Le piante silenziate risultanti, sottoposte a differenti condizioni di crescita, sono state studiate in vari esperimenti atti a determinarne vari parametri inclusi quelli fotosintetici. Contemporaneamente allo studio del TPK3, quello di maggior rilievo nel mio dottorato, ho seguito anche altri due filoni di ricerca principali, riguardanti l’uno l’approfondimento delle funzioni di due membri dei Recettori di Glutammato vegetali (GluRs) e l’altro la caratterizzazione degli omologhi del recentemente identificato MCU (Mitochondrial Calcium Uniporter) di Mammiferi. Nella presente tesi è inoltre incluso un manoscritto (Checchetto et al., 2012) per il quale ho collaborato nell’espressione eterologa del canale di K+ calcio-dipendente (SynCaK) di Cianobatteri.
Ferrara, G. "VIRAL ION CHANNEL PRODUCTION FOR STRUCTURAL STUDIES". Doctoral thesis, Università degli Studi di Milano, 2011. http://hdl.handle.net/2434/150558.
Texto completoLibros sobre el tema "Vegetated channels"
New York (State). Dept. of Transportation y Geological Survey (U.S.), eds. Estimation of roughness coefficients for natural stream channels with vegetated banks. [Reston, Va.]: U.S. Geological Survey, 1998.
Buscar texto completoCoon, William F. Estimation of roughness coefficients for natural stream channels with vegetated banks. Denver, CO: U.S. Geological Survey, 1998.
Buscar texto completoCoon, William F. Estimates of roughness coefficients for selected natural stream channels with vegetated banks in New York. Ithaca, N.Y: U.S. Geological Survey, 1995.
Buscar texto completoCoon, William F. Estimates of roughness coefficients for selected natural stream channels with vegetated banks in New York. Ithaca, N.Y: U.S. Dept. of the Interior, U.S. Geological Survey, 1995.
Buscar texto completoPhillips, Jeff V. y Saeid Tadayon. Selection of Manning's Roughness Coefficient for Natural and Constructed Vegetated and Non-Vegetated Channels, and Vegetation Maintenance Plan ... Arizona: USGS Scientific Report 2006-5108. ProQuest, UMI Dissertation Publishing, 2011.
Buscar texto completoCoon, William F. 'Estimation of Roughness Coefficients for Natural Stream Channels With Vegetated Banks (U.S. Geological Survey Water Supply Paper ; 2441)'. For sale by the U.S. Geological Survey, Information Services, 1995.
Buscar texto completoCapítulos de libros sobre el tema "Vegetated channels"
Aberle, Jochen y Juha Järvelä. "Hydrodynamics of Vegetated Channels". En Rivers – Physical, Fluvial and Environmental Processes, 519–41. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-17719-9_21.
Texto completoNepf, Heidi, Jeffrey Rominger y Lijun Zong. "Coherent Flow Structures in Vegetated Channels". En Coherent Flow Structures at Earth's Surface, 135–47. Chichester, UK: John Wiley & Sons, Ltd, 2013. http://dx.doi.org/10.1002/9781118527221.ch9.
Texto completoTae Beom kim y Sung-Uk choi. "Depth-Avegraged Modeling of Vegetated Open-Channel Flows Using Finite Element Method". En Advances in Water Resources and Hydraulic Engineering, 411–16. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_72.
Texto completoTruong, S. H., K. L. Phan, Marcel J. F. Stive y W. S. J. Uijttewaal. "A Laboratory Study of the Shallow Flow Field in a Vegetated Compound Channel". En Springer Water, 665–75. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-2081-5_38.
Texto completoSalleh, M. Z. M., Z. Ibrahim, R. Saari, M. E. Mohd Shariff y M. Jumain. "The Influence of Vegetated Alternate Bar on Flow Resistance in an Alluvial Straight Channel". En Lecture Notes in Civil Engineering, 167–76. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-5947-9_14.
Texto completoBoraah, Nekita y Bimlesh Kumar. "Prediction of Submerged Vegetated Flow in a Channel Using GMDH-Type Neural Network Approach". En River Hydraulics, 191–205. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-81768-8_16.
Texto completoMaji, Soumen, Susovan Pal, Prashanth Reddy Hanmaiahgari y Vikas Garg. "Turbulent Hydrodynamics Along Lateral Direction in and Around Emergent and Sparse Vegetated Open-Channel Flow". En Water Science and Technology Library, 455–67. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-55125-8_39.
Texto completoGuan, Yutong y Xiaonan Tang. "Influence of Partially-Covered Riparian Vegetation on Flow in a Compound Channel". En Advances in Transdisciplinary Engineering. IOS Press, 2022. http://dx.doi.org/10.3233/atde220956.
Texto completoGhisalberti, M., H. Nepf y E. Murphy. "Longitudinal dispersion in vegetated channels". En River Flow 2006. Taylor & Francis, 2006. http://dx.doi.org/10.1201/9781439833865.ch63.
Texto completoJärvelä, Juha. "Flow resistance in vegetated channels". En Environmental Hydraulics and Sustainable Water Management, Two Volume Set, 1667–72. CRC Press, 2004. http://dx.doi.org/10.1201/b16814-272.
Texto completoActas de conferencias sobre el tema "Vegetated channels"
"Flow in vegetated channels". En The International Conference On Fluvial Hydraulics (River Flow 2016). Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315644479-343.
Texto completoLima, A. y N. Izumi. "Viscous shear layers in partially vegetated channels". En The International Conference On Fluvial Hydraulics (River Flow 2016). Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315644479-353.
Texto completoPALERMO, MICHELE, STEFANO PAGLIARA y DEEP ROY. "EROSIVE PROCESSES DOWNSTREAM OF ARCH SHAPED SILLS IN VEGETATED CHANNELS". En 38th IAHR World Congress. The International Association for Hydro-Environment Engineering and Research (IAHR), 2019. http://dx.doi.org/10.3850/38wc092019-0348.
Texto completoKilgore, Roger T. y George K. Cotton. "Incorporating Site-Specific Variables in the Design of Vegetated Channels". En World Environmental and Water Resources Congress 2007. Reston, VA: American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40927(243)42.
Texto completoLiu, Chao, Yuqi Shan, Kejun Yang y Xingnian Liu. "Calculation of cross-section average flow velocity in vegetated compound channels". En 2011 Second International Conference on Mechanic Automation and Control Engineering (MACE). IEEE, 2011. http://dx.doi.org/10.1109/mace.2011.5987613.
Texto completoG. J. Hanson y D. M. Temple. "PERFORMANCE OF BARE EARTH AND VEGETATED STEEP CHANNELS UNDER LONG DURATION FLOWS". En 2001 Sacramento, CA July 29-August 1,2001. St. Joseph, MI: American Society of Agricultural and Biological Engineers, 2001. http://dx.doi.org/10.13031/2013.7395.
Texto completoCesare Lama, Giuseppe Francesco y Giovanni Battista Chirico. "Effects of reed beds management on the hydrodynamic behaviour of vegetated open channels". En 2020 IEEE International Workshop on Metrology for Agriculture and Forestry (MetroAgriFor). IEEE, 2020. http://dx.doi.org/10.1109/metroagrifor50201.2020.9277622.
Texto completoOzan, A. Yuksel y G. Constantinescu. "On the similarities and differences between thermally-driven lockexchange flows in fully and partially-vegetated channels". En The International Conference On Fluvial Hydraulics (River Flow 2016). Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315644479-132.
Texto completoHan, Xiao y Ning Zhang. "Coastal Hydrodynamic and Sediment-Salinity Transport Simulations for Southwest Louisiana Using Measured Vegetation Data". En ASME 2015 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/imece2015-51571.
Texto completoJANG, EUNKYUNG, UN JI y MYEONGHUI AHN. "Numerical Calibration of Flow Roughness for Vegetated Channel". En 38th IAHR World Congress. The International Association for Hydro-Environment Engineering and Research (IAHR), 2019. http://dx.doi.org/10.3850/38wc092019-0402.
Texto completoInformes sobre el tema "Vegetated channels"
Estimation of roughness coefficients for natural stream channels with vegetated banks. US Geological Survey, 1998. http://dx.doi.org/10.3133/wsp2441.
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