Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Arthur Van Dam"'
Autor:
Sepehr Eslami, Piet Hoekstra, Herman Kernkamp, Nam Nguyen Trung, Dung Do Duc, Tho Tran Quang, Mochamad Februarianto, Arthur Van Dam, Maarten van der Vegt
Publikováno v:
Water, Vol 11, Iss 4, p 837 (2019)
The Mekong Delta constitutes a complicated multi-channel estuarine system, exchanging water with a delta-wide irrigation system. A 1D–2DH coupled numerical domain is calibrated and validated for water level and discharge during the dry season. This
Externí odkaz:
https://doaj.org/article/dc277218b8d1459498cb87dc9a650184
Publikováno v:
Transactions of the ASABE. 59:129-143
Severe flood events in China are a common cause of life losses. Many efforts have been carried out by the Yellow River Conservancy Commission (YRCC) to understand flood development and impact on the Yellow River. Modeling approaches based on discreti
Autor:
Dimitri Solomatine, Santosa Sandy Putra, J.A. Roelvink, Arthur van Dam, Johan Reyns, Mick van der Wegen
Publikováno v:
Procedia Environmental Sciences. 28:297-306
A model calibration based on the distributed multi stations approach is necessary towards model implementation in the operational phase. In this study, a tree dimensional (3D) hydrodynamic and salinity dynamic model of an estuary was simulated using
Autor:
Jannis M. Hoch, Arjen V. Haag, Arthur van Dam, Hessel C. Winsemius, Ludovicus P. H. van Beek, Mark F. P. Bierkens
Large-scale flood events often show spatial correlation in neighbouring basins, and thus can affect adjacent basins simultaneously, as well as result in superposition of different flood peaks. Consequently, such flood events need to be addressed with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7611b7d7f01de51ff425e2a6d8599ff1
https://doi.org/10.5194/hess-2016-442
https://doi.org/10.5194/hess-2016-442
Publikováno v:
Ocean Dynamics, 61 (8), 2011
In this paper, a shallow-water flow solver is presented, based on the finite-volume method on unstructured grids The method is suitable for flows that occur in rivers, channels, sewer systems (1D), shallow seas, rivers, overland flow (2D), and estuar
Autor:
Gerald Corzo Perez, Arthur van Dam, Herman Kernkamp, Sander van der Pijl, Dimitri Solomatine, Santosa Sandy Putra
Publikováno v:
2014 6th International Conference on Information Technology and Electrical Engineering (ICITEE).
The physical process modeling of an estuary is a complex mechanism that comes along with the existence of uncertainty. In contrast, due to significant variability of flows in space and time, an extensive modeling effort must be accommodated with the
Publikováno v:
HIC 2014: 11th International Conference on Hydroinformatics, New York, USA, 17-21 August 2014
An overview paper, describes motivation and main deliverables of the Next Generation Hydro Software (NGHS) project. Important technological innovations include development of the new computational core Delft3D Flexible Mesh, as well as the open model
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9c75a748f0aa86aff307cb6e51f1e062
http://resolver.tudelft.nl/uuid:11b46bc0-82a7-48e0-975a-99451f343f24
http://resolver.tudelft.nl/uuid:11b46bc0-82a7-48e0-975a-99451f343f24