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国际流体力学研究期刊

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ISSN 打印: 2152-5102

ISSN 在线: 2152-5110

The Impact Factor measures the average number of citations received in a particular year by papers published in the journal during the two preceding years. 2017 Journal Citation Reports (Clarivate Analytics, 2018) IF: 1.1 To calculate the five year Impact Factor, citations are counted in 2017 to the previous five years and divided by the source items published in the previous five years. 2017 Journal Citation Reports (Clarivate Analytics, 2018) 5-Year IF: 1.3 The Eigenfactor score, developed by Jevin West and Carl Bergstrom at the University of Washington, is a rating of the total importance of a scientific journal. Journals are rated according to the number of incoming citations, with citations from highly ranked journals weighted to make a larger contribution to the eigenfactor than those from poorly ranked journals. Eigenfactor: 0.0002 The Journal Citation Indicator (JCI) is a single measurement of the field-normalized citation impact of journals in the Web of Science Core Collection across disciplines. The key words here are that the metric is normalized and cross-disciplinary. JCI: 0.33 SJR: 0.256 SNIP: 0.49 CiteScore™:: 2.4 H-Index: 23

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Two-Dimensional Modeling of Rainfall Runoff and Sediment Transport in Small Catchment Areas

卷 32, 册 6, 2005, pp. 703-717
DOI: 10.1615/InterJFluidMechRes.v32.i6.50
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摘要

A mathematical model of rainfall runoff formation in small catchments is developed; the model is physically valid. The model gives an adequate description of such processes as interception of rainfall by vegetation; storage in relief micro-depressions; infiltration; overland runoff; wash off, transport and re-deposition of soil particles. Numerical simulation of formation of the surface runoff involves the solution of two-dimensional nonstationary shallow water equations, the infiltration equation, and the sediment transport equation. The shallow water equations and the sediment transport equation are integrated numerically using conservative implicit first-order finite-difference schemes. The finite-difference scheme for the shallow water equations allows simulating an open flow with a free boundary. Verification of the model is based on observed data for rain-induced high water in catchment areas of the Butenya river.

对本文的引用
  1. Cea L., Garrido M., Puertas J., Experimental validation of two-dimensional depth-averaged models for forecasting rainfall–runoff from precipitation data in urban areas, Journal of Hydrology, 382, 1-4, 2010. Crossref

  2. Cea L., Vázquez-Cendón M.E., Unstructured finite volume discretisation of bed friction and convective flux in solute transport models linked to the shallow water equations, Journal of Computational Physics, 231, 8, 2012. Crossref

  3. Berardi Luigi, Laucelli Daniele, Simeone Vincenzo, Giustolisi Orazio, Simulating floods in ephemeral streams in Southern Italy by full-2D hydraulic models, International Journal of River Basin Management, 11, 1, 2013. Crossref

  4. Fraga Ignacio, Cea Luis, Puertas Jerónimo, Experimental study of the water depth and rainfall intensity effects on the bed roughness coefficient used in distributed urban drainage models, Journal of Hydrology, 505, 2013. Crossref

  5. Cea L., Legout C., Darboux F., Esteves M., Nord G., Experimental validation of a 2D overland flow model using high resolution water depth and velocity data, Journal of Hydrology, 513, 2014. Crossref

  6. Cea L., Bladé E., A simple and efficient unstructured finite volume scheme for solving the shallow water equations in overland flow applications, Water Resources Research, 51, 7, 2015. Crossref

  7. Shirmeen Tahmina, Jia Yafei, Locke Martin A., Lizotte Richard E., Numerical Modeling of Rain Induced Overland Flows, World Environmental and Water Resources Congress 2015, 2015. Crossref

  8. Jia Yafei, Shirmeen Tahmina, A. Locke Martin, E. Lizotte Jr. Richard, Douglas Shields Jr. F., Simulation of Surface Runoff and Channel Flows Using a 2D Numerical Model, in Soil Erosion - Rainfall Erosivity and Risk Assessment, 2019. Crossref

  9. David Amrei, Schmalz Britta, Flood hazard analysis in small catchments: Comparison of hydrological and hydrodynamic approaches by the use of direct rainfall, Journal of Flood Risk Management, 13, 4, 2020. Crossref

  10. Singh Jaswant, Altinakar Mustafa S., Ding Yan, Numerical Modeling of Rainfall-Generated Overland Flow Using Nonlinear Shallow-Water Equations, Journal of Hydrologic Engineering, 20, 8, 2015. Crossref

  11. Zheleznyak Mark, Kivva Sergii, Pylypenko Oleksandr, Sorokin Maksim, Modeling of Behavior of Fukushima-Derived Radionuclides in Freshwater Systems, in Behavior of Radionuclides in the Environment III, 2022. Crossref

  12. Fraga Ignacio, Cea Luis, Puertas Jerónimo, Suárez Joaquín, Jiménez Vicente, Jácome Alfredo, Global Sensitivity and GLUE-Based Uncertainty Analysis of a 2D-1D Dual Urban Drainage Model, Journal of Hydrologic Engineering, 21, 5, 2016. Crossref

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