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Artykuły w czasopismach na temat "Tidal fluctuation"
Makokha, Mary, Akira Kobayashi i Shigeyasu Aoyama. "Effect of Tidal Fluctuation on Velocity Distribution in Coastal Aquifers". Journal of Rainwater Catchment Systems 13, nr 2 (2008): 1–6. http://dx.doi.org/10.7132/jrcsa.kj00004871194.
Pełny tekst źródłaLi, Yutao, Bin Zhang, Lei Shi i Yiwei Ye. "Dynamic Variation Characteristics of Seawater Intrusion in Underground Water-Sealed Oil Storage Cavern under Island Tidal Environment". Water 11, nr 1 (12.01.2019): 130. http://dx.doi.org/10.3390/w11010130.
Pełny tekst źródłaZhang, Cun Yong. "Non-Tidal Water Level Variability in Lianyungang Coastal Area". Advanced Materials Research 610-613 (grudzień 2012): 2705–8. http://dx.doi.org/10.4028/www.scientific.net/amr.610-613.2705.
Pełny tekst źródłaCernelc, Mateja, Béla Suki, Benjamin Reinmann, Graham L. Hall i Urs Frey. "Correlation properties of tidal volume and end-tidal O2 and CO2 concentrations in healthy infants". Journal of Applied Physiology 92, nr 5 (1.05.2002): 1817–27. http://dx.doi.org/10.1152/japplphysiol.00675.2001.
Pełny tekst źródłaSong, Zongzhong, Hailong Li, Qian Ma, Chunmiao Zheng, Jiu Jimmy Jiao i Shaohong Li. "Analytical Solution of Tidal Loading Effect in a Submarine Leaky Confined Aquifer System". Geofluids 2019 (20.06.2019): 1–15. http://dx.doi.org/10.1155/2019/8017164.
Pełny tekst źródłaWang, Shu-qi, Ying Zhang, Yang-yang Xie, Gang Xu, Kun Liu i Yuan Zheng. "Hydrodynamic Analysis of Horizontal Axis Tidal Current Turbine under the Wave-Current Condition". Journal of Marine Science and Engineering 8, nr 8 (26.07.2020): 562. http://dx.doi.org/10.3390/jmse8080562.
Pełny tekst źródłaYu, Hui, Qiang Li, Li Xin Wei, Zhong Kai Xiao, Shuang Cao i Wei Guo Zhang. "The Pattern and Cause Analysis of Tidal Level Fluctuation of the Yangtze River in Nanjing Section". Applied Mechanics and Materials 641-642 (wrzesień 2014): 101–7. http://dx.doi.org/10.4028/www.scientific.net/amm.641-642.101.
Pełny tekst źródłaYusran, Fadly Hairannoor. "Relationship between Organic-C and Available-P Due to Tidal Fluctuation in South Kalimantan". Journal of Tropical Soils 17, nr 3 (25.01.2013): 253–57. http://dx.doi.org/10.5400/jts.2012.v17i3.253-257.
Pełny tekst źródłaLu, Zu-Jia, Da-Bin Lin, Ling-Hua Xie i En-Wei Liang. "Variability in the light curve of tidal disruption events". Proceedings of the International Astronomical Union 11, S319 (sierpień 2015): 137. http://dx.doi.org/10.1017/s1743921315010200.
Pełny tekst źródłaGarcia Novo, Patxi, Yusaku Kyozuka i Maria Jose Ginzo Villamayor. "Evaluation of turbulence-related high-frequency tidal current velocity fluctuation". Renewable Energy 139 (sierpień 2019): 313–25. http://dx.doi.org/10.1016/j.renene.2019.02.035.
Pełny tekst źródłaRozprawy doktorskie na temat "Tidal fluctuation"
Teo, Hhih-Ting, i h. teo@griffith edu au. "Tidal Dynamics in Coastal Aquifers". Griffith University. School of Engineering, 2003. http://www4.gu.edu.au:8080/adt-root/public/adt-QGU20030729.155028.
Pełny tekst źródłaTeo, Hhih-Ting. "Tidal Dynamics in Coastal Aquifers". Thesis, Griffith University, 2003. http://hdl.handle.net/10072/365678.
Pełny tekst źródłaThesis (Masters)
Master of Philosophy (MPhil)
School of Engineering
Full Text
Güldner, Andreas, Robert Huhle, Alessandro Beda, Thomas Kiss, Thomas Bluth, Ines Rentzsch, Sarah Kerber i in. "Periodic Fluctuation of Tidal Volumes Further Improves Variable Ventilation in Experimental Acute Respiratory Distress Syndrome". Frontiers Research Foundation, 2018. https://tud.qucosa.de/id/qucosa%3A32492.
Pełny tekst źródłaChen, Hua. "Investigation of Contaminant Transport in Tidally-Influenced Aquifers: Experiment and Analysis". ScholarWorks @ UVM, 2010. http://scholarworks.uvm.edu/graddis/43.
Pełny tekst źródłaGuo, Haipeng, i 郭海朋. "Groundwater movement and subsurface air flow induced by land reclamation and tidal fluctuation in coastal aquifers". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2008. http://hub.hku.hk/bib/B40987735.
Pełny tekst źródłaGuo, Haipeng. "Groundwater movement and subsurface air flow induced by land reclamation and tidal fluctuation in coastal aquifers". Click to view the E-thesis via HKUTO, 2008. http://sunzi.lib.hku.hk/hkuto/record/B40987735.
Pełny tekst źródłaTucker, Nicole M. "Analyzing Tidal Fluctuations in the Big Pine Key Freshwater Lens with Time-Lapse Resistivity". FIU Digital Commons, 2013. http://digitalcommons.fiu.edu/etd/947.
Pełny tekst źródłaMansouri, Nahla. "Modélisation multidimensionnelle des pressions et teneurs en eau dans le sol et le sous-sol : effets capillaires et gravitaires en présence d'hétérogénéités et de fluctuations". Thesis, Toulouse, INPT, 2016. http://www.theses.fr/2016INPT0060/document.
Pełny tekst źródłaThis doctoral research, defended at the Institut de Mécanique des Fluides de Toulouse, is devoted to modeling water pressure and water content in soils and in subsurface geologic formations, in the case of variably saturated flow. One of the main scientific objectives of this work is to analyze the response of unsaturated flow systems, and particularly capillary and gravitational effects, in the presence of material heterogeneities, discontinuities, and/or space-time fluctuations. Modeling is based on a generalized version of Darcy- Buckingham’s law, and of Richards’ flow equation. Overall, the topics developed in this PhD thesis focus on several related aspects of variably saturated water flow in the subsurface. These aspects all occur at once in most applications (drying/wetting,heterogeneity, temporal forcing), but they are "decoupled" here for convenience. A preliminary research (collaborative project IMFT / IRSN) was developed to study the 2D/3D drying process at the porous wall of a deep cylindrical excavation in response to hydrometeorological signals. This project has motivated the design and testing of a novel approach to include cavities in the modeling domain. A detailed study of steady state infiltration was developed for the case of finely stratified soils, with parameters that vary continuously and cyclically with depth. Exact and approximate analytical solutions are calculated based on variable transformation methods and on perturbation type approximations, and they are tested numerically using a finite volume code (BIGFLOW 3D). The sensitivity of suction fluctuations vs. stratification wavelength is investigated, as well as the effect of the degree of heterogeneity, and of water table depth. Capillary barrier effects are studied for the case of unsaturated infiltration in multilayer soil systems characterized by a discontinuity of soil properties at interfaces. Numerical experiments are developed for transient infiltration towards a water table through a two-layer system, the goal being to analyze possible capillary barrier effects under various scenarios. On the other hand, we study numerically the case of a partially saturated / unsaturated soil column submitted to highly variable oscillatory pressure at the bottom of the column: this leads to vertical flow oscillations in the unsaturated zone above the water table influenced by tides (coastal beach sand). We analyze the dynamics of this oscillatory flow, where capillary and gravitational effects compete; for this purpose we use a novel method that tracks the positions of the zero flux plane in the unsaturated column. Finally, we also present, as an extension to the previous studies, a preliminary investigation of multidimensional infiltration/redistribution phenomena, particularly for the case of fully 3D random-type soil heterogeneity. The first numerical experiments of 3D infiltration are undertaken based on the single realization approach to soil heterogeneity, and assuming a uniform distribution of wetting at soil surface
Han, Q., D. Chen, Yakun Guo i W. Hu. "Saltwater-freshwater mixing fluctuation in shallow beach aquifers". 2018. http://hdl.handle.net/10454/15542.
Pełny tekst źródłaField measurements and numerical simulations demonstrate the existence of an upper saline plume in tidally dominated beaches. The effect of tides on the saltwater-freshwater mixing occurring at both the upper saline plume and lower salt wedge is well understood. However, it is poorly understood whether the tidal driven force acts equally on the mixing behaviours of above two regions and what factors control the mixing fluctuation features. In this study, variable-density, saturated-unsaturated, transient groundwater flow and solute transport numerical models are proposed and performed for saltwater-freshwater mixing subject to tidal forcing on a sloping beach. A range of tidal amplitude, fresh groundwater flux, hydraulic conductivity, beach slope and dispersivity anisotropy are simulated. Based on time sequential salinity data, the gross mixing features are quantified by computing the spatial moments in three different aspects, namely, the centre point, length and width, and the volume (or area in a two-dimensional case). Simulated salinity distribution varies significantly at saltwater-freshwater interfaces. Mixing characteristics of the upper saline plume greatly differ from those in the salt wedge for both the transient and quasi-steady state. The mixing of the upper saline plume largely inherits the fluctuation characteristics of the sea tide in both the transverse and longitudinal directions when the quasi-steady state is reached. On the other hand, the mixing in the salt wedge is relatively steady and shows little fluctuation. The normalized mixing width and length, mixing volume and the fluctuation amplitude of the mass centre in the upper saline plume are, in general, one-magnitude-order larger than those in the salt wedge region. In the longitudinal direction, tidal amplitude, fresh groundwater flux, hydraulic conductivity and beach slope are significant control factors of fluctuation amplitude. In the transverse direction, tidal amplitude and beach slope are the main control parameters. Very small dispersivity anisotropy (e.g., α_L⁄α_T <5) could greatly suppress mixing fluctuation in the longitudinal direction. This work underlines the close connection between the sea tides and the upper saline plume in the aspect of mixing, thereby enhancing understanding of the interplay between tidal oscillations and mixing mechanisms in tidally dominated sloping beach systems.
Shenzhen Key Laboratory for Coastal Ocean Dynamics and Environment (No. ZDSY20130402163735964), National High Technology Research & Development Program of China (No. 2012AA09A409).
Shiau, Huei-Ru, i 蕭惠如. "The Fluctuations of Water Level in Coastal AquifersInduced by Tidal Waves". Thesis, 2013. http://ndltd.ncl.edu.tw/handle/58737494620849341799.
Pełny tekst źródła國立中興大學
水土保持學系所
101
Tide-induced water table fluctuations in coastal aquifers have a great impact on biological activities, chemical transformations and coastal sediment erosions. The data of groundwater level changes are usually obtained by the groundwater observation wells. It is not easy to dig wells in the steep terrain or remote areas and also it costs a lot. Understanding water table fluctuations in coastal aquifers can provide the correct prediction and management. The Boussinesq equation is usually employed to govern the flow in coastal aquifers. The traditional Boussinesq equation supposes that the impervious bed is flat. Before this study, there are a number of scholars using this equation to deduce analytical solutions of different stratigraphic situations. (e.g., the problem of inclined coastal slope, the leakage phenomenon of aquifers). Impervious beds within the coastal aquifers may be inclined because of squeezing ground. For this phenomenon, the study employed the Chapman’s (1980) modified Boussinesq equation to govern the flow in coastal aquifers and solved it by the perturbation method. Then, second-order nonlinear solutions were obtained. This study added the change of the inclined angle of the impervious bed,and then the groundwater level fluctuations varying with time and space in different slopes angle and impervious bed angles were discussed. When the impervious bed is flat, this study compared with the previous nalytical solutions and the indoor experimental data, the results are in a good agreement. With the change of impermeable bed angle, the larger the inclined angle, the larger the downward vibration of groundwater level. But the downstream groundwater level will gradually become smaller. It is also found that if the impervious bed slopes downward, the inclined angle between -25 ° ~ -35 °, the downstream groundwater level will first rise and then descend. As to the two-dimensional analytical solutions, the impact of river water level fluctuations was investigated. When the impervious bed slopes upward, the angle greater than 10 °, it will increase the frequency of groundwater level fluctuations. When the impervious bed slopes downward, the influence of the river water level fluctuations will increase the downward vibration of groundwater level, but the downstream groundwater level will decrease.
Książki na temat "Tidal fluctuation"
Groth, Charlie. Another Haul. University Press of Mississippi, 2019. http://dx.doi.org/10.14325/mississippi/9781496820365.001.0001.
Pełny tekst źródłaCzęści książek na temat "Tidal fluctuation"
Tung, Smita, Sibapriya Mukherjee i Gupinath Bhandari. "Stability of Earthen Embankment with Clay Core Under Tidal Fluctuation". W Lecture Notes in Civil Engineering, 199–207. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0368-5_22.
Pełny tekst źródłaRamos-Guajardo, Ana Belén, i Gil González-Rodríguez. "Testing the Variability of Interval Data: An Application to Tidal Fluctuation". W Towards Advanced Data Analysis by Combining Soft Computing and Statistics, 65–74. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-30278-7_6.
Pełny tekst źródłaRahman, Mohammad Lutfur, Shunsuke Oka i Yasuyuki Shirai. "Hybrid Offshore Wind and Tidal Turbine Power System to Compensate for Fluctuation (HOTCF)". W Zero-Carbon Energy Kyoto 2010, 177–86. Tokyo: Springer Japan, 2011. http://dx.doi.org/10.1007/978-4-431-53910-0_24.
Pełny tekst źródłaWilson, Curtis. "Tidal Acceleration, Fluctuations, and the Earth’s Variable Rotation, to 1939". W The Hill-Brown Theory of the Moon’s Motion, 239–84. New York, NY: Springer New York, 2010. http://dx.doi.org/10.1007/978-1-4419-5937-9_22.
Pełny tekst źródłaMathis, Romain, Ivan Marusic, Olivier Cabrit, Nicole L. Jones i Gregory N. Ivey. "Reconstruction of Wall Shear-Stress Fluctuations in a Shallow Tidal River". W Progress in Wall Turbulence 2, 247–57. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-20388-1_22.
Pełny tekst źródłaSwenson, E. M., i C. E. Sasser. "Water level fluctuations in the Atchafalaya Delta, Louisiana: tidal forcing versus river forcing". W Dynamics and Exchanges in Estuaries and the Coastal Zone, 191–208. Washington, D. C.: American Geophysical Union, 1992. http://dx.doi.org/10.1029/ce040p0191.
Pełny tekst źródłaBeukema, J. J., i K. Essink. "Common patterns in the fluctuations of macrozoobenthic species living at different places on tidal flats in the Wadden Sea". W Long-Term Changes in Coastal Benthic Communities, 199–207. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-4049-9_18.
Pełny tekst źródłaBurns, Alison. "The Mesolithic Footprints Retained in One Bed of the Former Saltmarshes at Formby Point, Sefton Coast, North West England". W Reading Prehistoric Human Tracks, 295–315. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-60406-6_16.
Pełny tekst źródła"tidal fluctuation". W Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik, 1395. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_201168.
Pełny tekst źródłaChen, Ping, Ta-Kang Liu, Jin-Li Yu, Ruey-Chy Kao i Hwung-Hweng Hwung. "Fluctuation of nearshore water quality during a tidal cycle in Yunlin County". W Environmental Hydraulics and Sustainable Water Management, Two Volume Set, 771–77. CRC Press, 2004. http://dx.doi.org/10.1201/b16814-126.
Pełny tekst źródłaStreszczenia konferencji na temat "Tidal fluctuation"
Hyunman Lee i JeongJae Lee. "Reliability Analysis of the sluice Gate by the Tidal Fluctuation". W 2013 Kansas City, Missouri, July 21 - July 24, 2013. St. Joseph, MI: American Society of Agricultural and Biological Engineers, 2013. http://dx.doi.org/10.13031/aim.20131620235.
Pełny tekst źródłaJye, Lee Lin, Shenbaga R. Kaniraj i Siti Noor Linda Taib. "Effect of Tidal Fluctuation on Ground Movement and Pore Water Pressure". W Geo-Shanghai 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413449.004.
Pełny tekst źródłaHarding, Samuel F., i Ian G. Bryden. "Development of Fixed Hydrodynamic Lifting Surfaces to Stabilise Anchoring Structures in Energetic Tidal Flows". W ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/omae2012-83392.
Pełny tekst źródłaKong, Jun, i Zhiyao Song. "Numerical Study on the Wind Drag Stress in Storm Surge". W ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2007. http://dx.doi.org/10.1115/omae2007-29145.
Pełny tekst źródłaHu, Ende, Zheng Wang, Haibo Zhao, Jing Guo i Huan Yang. "A novel control strategy to smooth power fluctuation of hybrid offshore wind and tidal power generation system". W 2017 IEEE Conference on Energy Internet and Energy System Integration (EI2). IEEE, 2017. http://dx.doi.org/10.1109/ei2.2017.8245723.
Pełny tekst źródłaLin, Wei, Xiongyao Xie, Pan Li, Bin Xiao, Xiaolong Lu, Bihong Feng, Jin Pan i Yue Hu. "Prediction of Settlement Induced by Tidal Fluctuation for Underwater Shield Tunnel During Service Based on Historical Monitoring Data". W 2022 8th International Conference on Hydraulic and Civil Engineering: Deep Space Intelligent Development and Utilization Forum (ICHCE). IEEE, 2022. http://dx.doi.org/10.1109/ichce57331.2022.10042697.
Pełny tekst źródłaImanudin, M. S., E. Armanto, R. H. Susant i S. M. Bernas. "The study water table fluctuation in tidal lowland for developing agricultural water management strategies: (A case study for corn cultivation after rice)". W 2010 International Conference on Chemistry and Chemical Engineering (ICCCE). IEEE, 2010. http://dx.doi.org/10.1109/iccceng.2010.5560404.
Pełny tekst źródłaHao, Jialing, Yixin Yan, Zhiyao Song i Changnan Wang. "The Preliminary Study on Comparison of Velocity Distribution Models Under the Same Roughness Length". W 25th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2006. http://dx.doi.org/10.1115/omae2006-92417.
Pełny tekst źródłaThomas, Jonathan E., i Wilbur J. Morin. "Wharf Movements Due to Tidal Fluctuations". W Geo-Denver 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40518(294)9.
Pełny tekst źródłaSassa, Shinji, Fengying Li i Hideo Sekiguchi. "Response of Saturated/Unsaturated Gravelly Sand to Tidal Fluctuations". W First Japan-U.S. Workshop on Testing, Modeling, and Simulation. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40797(172)9.
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