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Articoli di riviste sul tema "Hydrodynamic modelling"

Autore: Grafiati

Pubblicato: 4 giugno 2021

Ultima modifica: 25 luglio 2025

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1

Korobkin, Alexander, Emilian I. Părău, and Jean-Marc Vanden-Broeck. "The mathematical challenges and modelling of hydroelasticity." Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences 369, no. 1947 (2011): 2803–12. http://dx.doi.org/10.1098/rsta.2011.0116.

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Hydroelasticity brings together hydrodynamics and elastic theories. It is concerned with deformations of elastic bodies responding to hydrodynamic excitations, which themselves depend on elastic deformation. This Theme Issue is intended to identify and to outline mathematical problems of modern hydroelasticity and to review recent developments in this area, including physically and mathematically elaborated models and the techniques used in their analysis.

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2

Baumann, Katrin, and Hermann Freund. "Modelling and Simulation of Aerodynamic Cylindrical Bearings Using ANSYS Hydrodynamic Bearing Element Types." Vehicles 5, no. 3 (2023): 1118–32. http://dx.doi.org/10.3390/vehicles5030061.

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Modern power engine concepts and environmental restrictions demand oil-free lubrication of rotors, for example, by gas bearings. However, the stiffness and damping properties ruling the rotor’s dynamics are poorly documented for aerodynamic bearings and simple calculation methods are lacking. Based on the similarity between aerodynamic and hydrodynamic journal bearings, it is investigated to what extent the hydrodynamic bearing element types of the commercial FE program ANSYS are also suitable for air bearings. Within these elements, the compressibility of the gas is neglected. After verificat

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3

Markesteijn, Anton, Sergey Karabasov, Arturs Scukins, Dmitry Nerukh, Vyacheslav Glotov, and Vasily Goloviznin. "Concurrent multiscale modelling of atomistic and hydrodynamic processes in liquids." Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences 372, no. 2021 (2014): 20130379. http://dx.doi.org/10.1098/rsta.2013.0379.

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Fluctuations of liquids at the scales where the hydrodynamic and atomistic descriptions overlap are considered. The importance of these fluctuations for atomistic motions is discussed and examples of their accurate modelling with a multi-space–time-scale fluctuating hydrodynamics scheme are provided. To resolve microscopic details of liquid systems, including biomolecular solutions, together with macroscopic fluctuations in space–time, a novel hybrid atomistic–fluctuating hydrodynamics approach is introduced. For a smooth transition between the atomistic and continuum representations, an analo

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4

Paggi, Marco, Andrea Amicarelli, and Pietro Lenarda. "SPH Modelling of Hydrodynamic Lubrication along Rough Surfaces." Lubricants 7, no. 12 (2019): 103. http://dx.doi.org/10.3390/lubricants7120103.

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Rough and textured surfaces are of paramount importance for lubrication, both in nature and in technology. While surface roughness relevantly influences both friction and wear, artificial surface texturing improves the performance of slider bearings as an energy efficiency action. The simulation of hydrodynamic lubrication by taking into account complex surfaces as boundaries requires the use of computational fluid dynamics (CFD) software able to predict the pressure and the velocity profile through the thickness of the fluid and at any point within the 3D domain. In the present study, a CFD–s

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5

Trębacki, Kazimierz. "Modelling of vibrations of a liquid filled tank." Polish Maritime Research 15, no. 3 (2008): 18–27. http://dx.doi.org/10.2478/v10012-007-0079-9.

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Modelling of vibrations of a liquid filled tank Kinematic excitations provoke the motion and vibrations of the construction, which in turn considerably affects hydrodynamic loads generated on the walls of liquid cargo tanks. The issues of hydrodynamics also refer to the constructions fixed to the bottom, and those half-immersed, fully immersed, and floating (drilling platforms). They mainly concern ship tanks and oceanotechnical tanks. The theoretical and numerical analysis for long an short tanks, fully or partially filled with liquid has been performed. The determined hydrodynamic loads dire

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6

Stepanenko, A. A. "Practical methods of hydrodynamic modelling." Geology, Geophysics and Development of Oil and Gas Fields, no. 9 (2018): 41–45. http://dx.doi.org/10.30713/2413-5011-2018-9-41-45.

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7

Quarini, G., H. Innes, M. Smith, and D. Wise. "Hydrodynamic Modelling of Sedimentation Tanks." Proceedings of the Institution of Mechanical Engineers, Part E: Journal of Process Mechanical Engineering 210, no. 2 (1996): 83–91. http://dx.doi.org/10.1243/pime_proc_1996_210_300_02.

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8

Murray, J. R., M. R. Truss, S. B. Foulkes, C. A. Haswell, and K. J. Manson. "Hydrodynamic Modelling of Accretion Flows." International Astronomical Union Colloquium 194 (2004): 166–68. http://dx.doi.org/10.1017/s0252921100152339.

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AbstractIn the proceedings of this, and of several recent close binary conferences, there have been several contributions describing smoothed particle hydrodynamics simulations of accretion disks. It is opposite therefore to review the numerical scheme itself with emphasis on its advantages for disk modelling, and the methods used for modelling viscous processes.

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9

Manas, M. M. M., and K. P. P. Pathirana. "Hydrodynamic Modelling of Puttalam Lagoon." Engineer: Journal of the Institution of Engineers, Sri Lanka 56, no. 1 (2023): 1. http://dx.doi.org/10.4038/engineer.v56i1.7499.

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10

Krutov, Anatoly, Azam Azimov, Sodiq Ruziev, and Akmal Dumanov. "Modelling of turbidity distribution along channels." E3S Web of Conferences 97 (2019): 05046. http://dx.doi.org/10.1051/e3sconf/20199705046.

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The purpose of the article is to develop the required and sufficient conditions under which numerical methods can be used for engineering calculations and for scientific research of hydrodynamic processes in solving practical problems related to surveying of pollutants diffusion in water flows. The conducted studies consisted in the finding out conditions under which mathematical modelling using hydrodynamic equations allows to solve engineering problems of channel hydrodynamics and, in particular, to numerically simulate the transport of suspended particles in channels. A number of additional

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11

Vega, G. P., M. R. Peña, C. Ramírez, and D. D. Mara. "Application of CFD modelling to study the hydrodynamics of various anaerobic pond configurations." Water Science and Technology 48, no. 2 (2003): 163–71. http://dx.doi.org/10.2166/wst.2003.0111.

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The simulation of hydrodynamics and transport phenomena in waste stabilization ponds is a developing tool worth studying in order to understand their internal processes and interactions. Pond design involves several physical, hydrological, geometric and dynamic variables so as to provide high hydrodynamic efficiency and maximum substrate utilization rates. CFD modelling allows the combination of these factors to predict the behaviour of ponds having different configurations. The two-dimensional depth-integrated model MIKE 21 was used in this study to simulate hydrodynamic and advection-dispers

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12

Vaes, G., and J. Berlamont. "Modelling of overflow emissions in flanders." Water Science and Technology 38, no. 10 (1998): 41–48. http://dx.doi.org/10.2166/wst.1998.0373.

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Ideally, for emission calculations long term hydrodynamic simulations should be performed, but this requires long calculation times. Simplifications are consequently necessary. Due to the non-linear behaviour of sewer systems, hydrodynamic simulations using single storm events often will not lead to a good probability estimation of the overflow emissions. Simplified models using long time simulations give better results if they are well calibrated. To increase the accuracy hydrodynamic simulations with short time series can be used. The short time series are selected from the long time histori

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13

Gavassino, Lorenzo, Marco Antonelli, and Brynmor Haskell. "Multifluid Modelling of Relativistic Radiation Hydrodynamics." Symmetry 12, no. 9 (2020): 1543. http://dx.doi.org/10.3390/sym12091543.

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The formulation of a universal theory for bulk viscosity and heat conduction represents a theoretical challenge for our understanding of relativistic fluid dynamics. Recently, it was shown that the multifluid variational approach championed by Carter and collaborators has the potential to be a general and natural framework to derive (hyperbolic) hydrodynamic equations for relativistic dissipative systems. Furthermore, it also allows keeping direct contact with non-equilibrium thermodynamics, providing a clear microscopic interpretation of the elements of the theory. To provide an example of it

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O'Neill, F. G., and A. Ivanović. "The physical impact of towed demersal fishing gears on soft sediments." ICES Journal of Marine Science 73, suppl_1 (2015): i5—i14. http://dx.doi.org/10.1093/icesjms/fsv125.

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Abstract An improved understanding of the physical interaction of towed demersal fishing gears with the seabed has been developed in recent years, and there is a clearer view of the underpinning mechanical processes that lead to the modification and alteration of the benthic environment. The physical impact of these gears on soft sediments can be classified broadly as being either geotechnical or hydrodynamic in nature: penetration and piercing of the substrate, lateral displacement of sediment, and the influence of the pressure field transmitted through the sediment can be considered geotechn

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15

Ostrowski, Rafał. "On Uncertainties in Determination of Sediment Transport Rates in Coastal Regions." Archives of Hydro-Engineering and Environmental Mechanics 63, no. 4 (2016): 265–80. http://dx.doi.org/10.1515/heem-2016-0017.

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Abstract The paper deals with research uncertainties, difficulties, inaccuracies and unreliabilities related to the modelling of physical phenomena involving coastal lithodynamics. The considerations are focused on processes of wave transformation, wave-driven currents and sediment transport itself. It is shown that possible inaccuracies at individual stages of the modelling of coastal hydrodynamics can lead to serious uncertainties with respect to the ultimate modelling output, namely bed shear stresses and sediment transport rates. These inaccuracies result mostly from arbitrarily assumed pa

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16

Alba, Javier García, Aina G. Gómez, Pilar del Barrio Fernández, Andrés García Gómez, and César Álvarez Díaz. "Hydrodynamic modelling of a regulated Mediterranean coastal lagoon, the Albufera of Valencia (Spain)." Journal of Hydroinformatics 16, no. 5 (2014): 1062–76. http://dx.doi.org/10.2166/hydro.2014.071.

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Coastal lagoon hydrodynamics are strongly influenced by sea water exchange, especially when the connection between the lagoon and the sea is artificially regulated. These situations increase the complexity of the hydrodynamic regime, requiring the use of numerical models to understand their behaviour. Traditionally, one-dimensional models have been used, although in recent years, the development of two-dimensional shallow water models and advanced numerical techniques have increased notably. However, most of the existing bi-dimensional models consider the connection to the sea as a boundary co

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17

PERCHUK, L. L., Y. YU PODLADCHIKOV, and A. N. POLYAKOV. "Hydrodynamic modelling of some metamorphic processes." Journal of Metamorphic Geology 10, no. 3 (1992): 311–19. http://dx.doi.org/10.1111/j.1525-1314.1992.tb00086.x.

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Liu, Yongzhi, Wenting Zhang, and Xinmin Cui. "Flood Emergency Management Using Hydrodynamic Modelling." Procedia Engineering 28 (2012): 750–53. http://dx.doi.org/10.1016/j.proeng.2012.01.802.

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Ali, Imran, Andrew Ragai Henry Rigit, Omar Bin Yaakob, Jane Labadin, and Altaf Hussain Rajpar. "Tidal energy assessment with hydrodynamic modelling." Indonesian Journal of Electrical Engineering and Computer Science 29, no. 2 (2023): 1201. http://dx.doi.org/10.11591/ijeecs.v29.i2.pp1201-1212.

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<span lang="EN-US">The increasing demand for sustainable energy generation brings a need for tidal current energy resource exploration around the globe. Hydrodynamic modelling is an essential aspect to explore macro tidal sites. In the current research paper, a 2D hydrodynamic model is set up by utilizing the numerical application of Delft3D. The model is validated against the database results and the two macro tidal sites are identified along the coastline of Sarawak, Malaysia. The maximum available kinetic energy flux at the identified location is 0.6 kW/m2, during peak neap tide hours

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Niewland, J. J., P. Huizenga, J. A. M. Kuipers, and W. P. M. van Swaaij. "Hydrodynamic modelling of circulating fluidised beds." Chemical Engineering Science 49, no. 24 (1994): 5803–11. http://dx.doi.org/10.1016/0009-2509(94)00350-5.

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21

Lenhart, Hermann-J., and Thomas Pohlmann. "North Sea hydrodynamic modelling: a review." Senckenbergiana maritima 34, no. 1-2 (2004): 53–88. http://dx.doi.org/10.1007/bf03043229.

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Imran, Ali, Ragai Henry Rigit Andrew, bin Yaakob Omar, Labadin Jane, and Hussain Rajpar Altaf. "Tidal energy assessment with hydrodynamic modelling." Tidal energy assessment with hydrodynamic modelling 29, no. 2 (2023): 1201–12. https://doi.org/10.11591/ijeecs.v29.i2.pp1201-1212.

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The increasing demand for sustainable energy generation brings a need for tidal current energy resource exploration around the globe. Hydrodynamic modelling is an essential aspect to explore macro tidal sites. In the current research paper, a 2D hydrodynamic model is set up by utilizing the numerical application of Delft3D. The model is validated against the database results and the two macro tidal sites are identified along the coastline of Sarawak, Malaysia. The maximum available kinetic energy flux at the identified location is 0.6 kW/m2, during peak neap tide hours. This stands as a sound

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23

Ramsankaran, Raaj, Christian Maerker, and Andreas Malcherek. "Numerical modelling of hydrodynamics and sediment transport processes during storm events in a non-perennial river." Journal of Hydrology and Hydromechanics 58, no. 1 (2010): 36–48. http://dx.doi.org/10.2478/v10098-010-0005-1.

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Numerical modelling of hydrodynamics and sediment transport processes during storm events in a non-perennial riverThis article presents the numerical modelling of hydrodynamics and sediment transport processes in the seasonal Pathri Rao River, which flows in the Northern part of India. Modelling is made by the coupled application of the hydrodynamic model called TELEMAC-2D and the morphodynamic model called SediMorph. The hydrodynamic model results are validated with the observed data and it has been found that the present model provides reasonable predictions. Likewise, the validation of the

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Portos-Amill, Laura, Pieter C. Roos, Johan H. Damveld, and Suzanne J. M. H. Hulscher. "FORM ROUGHNESS INDUCED BY TIDAL SAND WAVES: A MODELLING STUDY." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 19. https://doi.org/10.9753/icce.v38.sediment.19.

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Tidal sand waves are rhythmic bedforms usually found in tide-dominated shelf seas (e.g., the Dutch Continental Shelf, Figure 1). They are characterized by wavelengths of 100 - 1000 m, heights of 1 – 10 m and migration rates of 1 – 10 m/yr (van Dijk and Kleinhans, 2005). It is recognized that tidal sand waves generate form roughness that affects the hydrodynamics on a larger spatial scale. However, in basin-scale hydrodynamic models (that do not resolve the local sand waves), bed roughness is treated as a calibration parameter, and not directly linked to the local sand wave characteristics (Zij

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25

Li, Qian, Yu Cao, Boyang Li, David M. Ingram, and Aristides Kiprakis. "Numerical Modelling and Experimental Testing of the Hydrodynamic Characteristics for an Open-Frame Remotely Operated Vehicle." Journal of Marine Science and Engineering 8, no. 9 (2020): 688. http://dx.doi.org/10.3390/jmse8090688.

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The remotely operated vehicles (ROVs) are important to provide the technology support for both the traditional offshore structures and rapidly-growing renewable energy facilities during their full-lifecycles, such as site survey, installation, inspection, maintenance and repair. Regarding the motion and performance of a ROV, the understanding of its hydrodynamic properties is essential when exposing to the disturbances of wave and current. In this study, a numerical model is proposed within the frame of an open-source platform OpenFOAM. The hydrodynamics of the adopted ROV (BlueRov2) in its fo

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Gong, Kai, Benlong Wang, and Hua Liu. "MODELLING WATER ENTRY OF A WEDGE BY MULTIPHASE SPH METHOD." Coastal Engineering Proceedings 1, no. 32 (2011): 10. http://dx.doi.org/10.9753/icce.v32.waves.10.

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The hydrodynamic problem of two-dimensional wedge entering water is studied based on SPH model. A non-reflection boundary treatment for SPH method is proposed to reduce the size of computational domain. The details of water entry and enclosing are simulated using two phase SPH model. Both the water flow around the cavity and wedge and air flow inside the cavity are predicted simultaneity. Good agreement is obtained comparing experimental data in terms of both the hydrodynamics force exerting on the wedge and geometry of the cavity and jet.

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Ouyang, Zhenyu, and Boo Cheong Khoo. "Two-Phase Smoothed Particle Hydrodynamics Modelling of Hydrodynamic-Aerodynamic and Wave-Structure Interaction." Energies 15, no. 9 (2022): 3251. http://dx.doi.org/10.3390/en15093251.

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A two-phase (air and water) smoothed particle hydrodynamics (SPH) method is employed to study the hydrodynamic-aerodynamic and wave interaction with fixed and floating structures in a wave basin. The method is first verified for a classical two-phase dam-breaking. A mirror-open boundary is implemented at the top and left sides of a two-phase wave basin with a piston to generate a second-order regular wave. It is observed that, compared to the single-phase simulation, the two-phase one obtains a smoother water surface and prevents the non-physical water splash when interacting with the sloped d

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Szeląg, Bartosz, Łukasz Bąk, Roman Suligowski, and Jarosław Górski. "Statistical models to predict discharge overflow." Water Science and Technology 78, no. 5 (2018): 1208–18. http://dx.doi.org/10.2166/wst.2018.392.

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Abstract In the paper, a comparison of prediction results concerning the annual number of discharges of stormwater from the drainage system due to stormwater overflows is depicted. The prediction has been computed by means of storm water management model (SWMM) and probabilistic models. Regarding the probabilistic modelling some simple statistical models such as logit, probit, Gompertz and linear discriminant analysis model have been applied, and as for the hydrodynamic modelling a generator of synthetic rainfall based on the Monte Carlo method has been used. The analyses conducted has shown t

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29

Rakhymberdina, M. Ye, E. V. Grokhotov, Zh A. Assylkhanova, and M. M. Toguzova. "USING SPACE SURVEY MATERIALS FOR MODELING HYDRODYNAMIC ACCIDENTS AT MINING ENTERPRISES IN KAZAKHSTAN." International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLVI-5/W1-2022 (February 3, 2022): 193–98. http://dx.doi.org/10.5194/isprs-archives-xlvi-5-w1-2022-193-2022.

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Abstract. The timeliness of using modern computer programs for modelling flood zones, the consequences of hydraulic accidents, dam breakthroughs, flood and flood forecasting in a complex system of rivers and channels for the prevention of hydro meteorological emergencies is beyond doubt. The use of BIM technologies will make it possible to move from point-based flood risk assessments to areal ones, which will significantly improve the reliability of planned measures to prevent natural and anthropogenic emergencies.The purpose - to perform works on modelling of hydrodynamic accident and forecas

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Shan, Shiliang, and Jinyu Sheng. "Examination of circulation, flushing time and dispersion in Halifax Harbour of Nova Scotia." Water Quality Research Journal 47, no. 3-4 (2012): 353–74. http://dx.doi.org/10.2166/wqrjc.2012.041.

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This study examines the circulation, flushing time and hydrodynamic connectivity in Halifax Harbour based on three-dimensional currents produced by a multi-nested coastal ocean circulation modelling system. The time-mean currents produced by the modelling system feature two-layer estuarine circulation with a seaward flow in the upper layer and a landward flow in the lower layer in the Harbour. The hydrodynamics in the Harbour are also affected significantly by tides and wind forcing. Based on numerical passive tracer experiments, the estimated e-folding flushing time is about 40 and 90 days in

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Hardhiyanti, Wulan Fitry, Yessi Nirwana Kurniadi, Eva Mustikasari, and Yogi Noviadi. "Pola Hidrodinamika di Perairan Nunukan sebagai Usulan pada Permasalahan Abrasi Pulau-pulau Kecil. (Hal. 58-69)." RekaRacana: Jurnal Teknil Sipil 4, no. 2 (2018): 58. http://dx.doi.org/10.26760/rekaracana.v4i2.58.

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ABSTRAKPerairan Nunukan yang berada di Provinsi Kalimantan Utara, merupakan salah satu wilayah terluar Indonesia yang berbatasan langsung dengan Negara Malaysia. Berada dalam wilayah terluar, Kabupaten Nunukan menyimpan banyak potensi dalam sektor kelautan dan perikanan. Sangat penting untuk menjaga zona ekonomi eksklusif pulau-pulau kecil terluar Indonesia dari abrasi. Besar abrasi yang mungkin terjadi dapat diketahui dengan melakukan analisis pemodelan mengenai hidrodinamika wilayah tersebut. Pemodelan numerik dilakukan menggunakan perangkat lunak MIKE 21 dengan modul Hydrodynamic (HD). Pemo

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Plez, Bertrand. "The modelling of M-giant spectra." Symposium - International Astronomical Union 191 (1999): 75–83. http://dx.doi.org/10.1017/s007418090020291x.

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I review the current status of cool O-rich giant star spectral modelling, stressing some specific problems like line profiles and molecular data completeness. I discuss recent progress in molecular line lists (TiO, VO) and describe recent attempts in modelling normal M-giants as well as AGB star spectra, using static and hydrodynamic models. I anticipate further advances in the near future, with better radiative transfer in hydrodynamic models, that will allow detailed comparisons of models and observations, opening the possibility of deriving stellar parameters from spectroscopic and interfer

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Delgado-Buscalioni, R., P. V. Coveney, and G. De Fabritiis. "Towards multi-scale modelling of complex liquids using hybrid particle—continuum schemes." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 222, no. 5 (2008): 769–76. http://dx.doi.org/10.1243/09544062jmes746.

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Owing to the interplay between molecular and mesoscopic processes, the modelling and simulation of complex liquids at nano- and micron-scales require a multi-scale approach. A hybrid technique is proposed to handle multi-scale phenomena, which retains the full molecular nature of the system where it is of interest while coarse-graining it elsewhere. The method couples molecular dynamics (MD) and fluctuating hydrodynamics (FH) based on the Landau theory. Mean flows involving transport of transversal (shear) and longitudinal momentum (sound) are coupled across the interface of both MD and FH dom

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Khoirunnisa, H., M. Wibowo, W. Hendriyono, and K. S. Wardani. "The hydrodynamics condition of water operating area for flight test site selection of N219 Amphibious aircraft." IOP Conference Series: Earth and Environmental Science 930, no. 1 (2021): 012056. http://dx.doi.org/10.1088/1755-1315/930/1/012056.

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Abstract This research aims to assess the hydrodynamics condition of the water area for site selection of that purpose. The bathymetry data of Karimunjawa Island were obtained from the 1986 Pushidrosal bathymetric map. Furthermore, wind direction, wind speed, wave height and direction, and tidal data around the waters of Karimunjawa Island were input in hydrodynamic and spectral modelling using MIKE 21 HD-SW. West monsoon and east monsoon were applied in this model. The validation result between hydrodynamic modelling and Tidal Model Driver (TMD) data is 98.89%. The surface elevation around th

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Daud, Nurul Rabitah, and Mohd Fadzil Mohd Akhir. "Hydrodynamic Modelling of Bidong Island Vicinity Waters." Open Journal of Marine Science 05, no. 03 (2015): 306–23. http://dx.doi.org/10.4236/ojms.2015.53026.

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Rajar, Rudi, and Matjaz Cetina. "Hydrodynamic and water quality modelling: An experience." Ecological Modelling 101, no. 2-3 (1997): 195–207. http://dx.doi.org/10.1016/s0304-3800(97)00047-1.

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Rajar, Rudi, Matjaz Cetina, and Andrej Sirca. "Hydrodynamic and water quality modelling: case studies." Ecological Modelling 101, no. 2-3 (1997): 209–28. http://dx.doi.org/10.1016/s0304-3800(97)00052-5.

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van der Westhuizen, Izak P., Brian van Soelen, and Petrus J. Meintjes. "Emission modelling of hydrodynamic AGN jet simulations." Proceedings of the International Astronomical Union 14, S342 (2018): 209–13. http://dx.doi.org/10.1017/s1743921318008050.

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AbstractRadio-loud Active Galactic Nuclei (AGN) produce relativistic jets that can be modelled with relativistic hydrodynamic (RHD) simulations. In this study we present two such simulations of jets, used to investigate the parameters required to reproduce structures consistent with both FR I and FRII jets. In the first simulation a Lorentz factor of 10 and supersonic flow of Mach 30 were chosen, while for the second simulation a Lorentz factor of 1.0014 with a supersonic flow of Mach 4 was used. Over similar distances scales the first case shows a well collimated beam with a strong shock at t

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Lancashire, J. R. "Modelling the hydrodynamic resistance of bordered pits." Journal of Experimental Botany 53, no. 373 (2002): 1485–93. http://dx.doi.org/10.1093/jexbot/53.373.1485.

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Brinkmann, Ulf, Anna Janzen, and Eugeny Y. Kenig. "Hydrodynamic analogy approach for modelling reactive absorption." Chemical Engineering Journal 250 (August 2014): 342–53. http://dx.doi.org/10.1016/j.cej.2014.03.066.

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Varas, D., R. Zaera, and J. López-Puente. "Numerical modelling of the hydrodynamic ram phenomenon." International Journal of Impact Engineering 36, no. 3 (2009): 363–74. http://dx.doi.org/10.1016/j.ijimpeng.2008.07.020.

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Pelecanos, Loizos, Stavroula Kontoe, and Lidija Zdravković. "Numerical modelling of hydrodynamic pressures on dams." Computers and Geotechnics 53 (September 2013): 68–82. http://dx.doi.org/10.1016/j.compgeo.2013.04.003.

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Vertes, A., P. Juhasz, M. De Wolf, and R. Gijbels. "Hydrodynamic modelling of laser plasma ionization processes." International Journal of Mass Spectrometry and Ion Processes 94, no. 1-2 (1989): 63–85. http://dx.doi.org/10.1016/0168-1176(89)80060-6.

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Lancashire, J. R., and A. R. Ennos. "Modelling the hydrodynamic resistance of bordered pits." Journal of Experimental Botany 53, no. 373 (2002): 1485–93. http://dx.doi.org/10.1093/jxb/53.373.1485.

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Sarvothaman, Varaha Prasad, Alister Thomas Simpson, and Vivek Vinayak Ranade. "Modelling of vortex based hydrodynamic cavitation reactors." Chemical Engineering Journal 377 (December 2019): 119639. http://dx.doi.org/10.1016/j.cej.2018.08.025.

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Kreuzer, E., and M. Wendt. "Ship capsizing analysis using advanced hydrodynamic modelling." Philosophical Transactions of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences 358, no. 1771 (2000): 1835–51. http://dx.doi.org/10.1098/rsta.2000.0617.

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Willis, Jay. "Modelling swimming aquatic animals in hydrodynamic models." Ecological Modelling 222, no. 23-24 (2011): 3869–87. http://dx.doi.org/10.1016/j.ecolmodel.2011.10.004.

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Kotsialos, Apostolos. "A hydrodynamic modelling framework for production networks." Computational Management Science 7, no. 1 (2008): 61–83. http://dx.doi.org/10.1007/s10287-008-0076-1.

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Androulidakis, Yannis, and Christos Makris. "Hydrodynamic Circulation Modelling in the Marine Environment." Journal of Marine Science and Engineering 13, no. 2 (2025): 320. https://doi.org/10.3390/jmse13020320.

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Haines, Joseph C., Maria V. Peppa, Christos Iliadis, Jon P. Mills, Vassilis Glenis, and Gottfried Mandlburger. "Evaluation of ULS Bathymetry for Hydrodynamic Modelling." International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLVIII-2/W10-2025 (July 7, 2025): 115–22. https://doi.org/10.5194/isprs-archives-xlviii-2-w10-2025-115-2025.

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Abstract (sommario):

Abstract. The importance of accurate and reliable DTMs are paramount for hydrodynamic modelling. Currently, bathymetry is either not considered or a simpler mathematical representation of the river is created from observed cross sections for hydrodynamic models. Topographic and Bathymetric LiDAR creates centimetre resolution bathymetry and topography. However, it has not been applied into large scale hydrodynamic modelling. Following a major flood event in September 2024, a large fieldwork campaign on the Pielach River, Lower Austria, was conducted to capture the environmental changes using To

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