2016
DOI: 10.1007/s10652-016-9445-4
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Simulations of the flow in the Mahakam river–lake–delta system, Indonesia

Abstract: 1Large rivers often present a river-lake-delta system, with a wide range of temporal and spatial scales 2 of the flow due to the combined effects of human activities and various natural factors, e.g. river 3 discharge, tides, climatic variability, droughts, floods. Numerical models that allow for simulating 4 the flow in these river-lake-delta systems are essential to study them and predict their evolution 5 under the impact of various forcings. This is because they provide information that cannot be easily 6 … Show more

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Cited by 18 publications
(15 citation statements)
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References 38 publications
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“…Resolution flexibility captures the multiscale nature of the nonlinear development of a tidal wave propagating from deep water into a tidal river. For example, the horizontal mesh resolution of the model by de Brye et al [], later used by Pham Van et al [, ], decreases from 10 km in the coastal ocean to 100 m in the upper reaches of the tidal river. Finite element and finite‐volume numerical methods are well established for hydrodynamic modeling purposes, yet it is only recently that such models have become a realistic option without having recourse to a high performance computing facility.…”
Section: Implications For Deltasmentioning
confidence: 99%
“…Resolution flexibility captures the multiscale nature of the nonlinear development of a tidal wave propagating from deep water into a tidal river. For example, the horizontal mesh resolution of the model by de Brye et al [], later used by Pham Van et al [, ], decreases from 10 km in the coastal ocean to 100 m in the upper reaches of the tidal river. Finite element and finite‐volume numerical methods are well established for hydrodynamic modeling purposes, yet it is only recently that such models have become a realistic option without having recourse to a high performance computing facility.…”
Section: Implications For Deltasmentioning
confidence: 99%
“…It is now becoming computationally feasible to use an integrated model of the river-sea continuum without excessive simplification of the physical processes. In this context, a combined two-dimensional depth-averaged (2D) and one-dimensional section-averaged (1D) finite-element model based on SLIM (Second-generation Louvain-la-Neuve Ice-ocean Model, www.slim-ocean.be) is implemented on the Mahakam water surface system [35,36].…”
Section: Hydrodynamics Modelmentioning
confidence: 99%
“…The bottom stress is estimated by means of a Chézy-Manning quadratic formula. Details about the equations are provided in a previous study [36].…”
Section: Hydrodynamics Modelmentioning
confidence: 99%
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“…SLIM is an unstructured mesh discontinuous Galerkin finite element model. The depthaveraged 2D version of SLIM has been applied to a variety of coastal areas including the Great Barrier Reef (Lambrechts et al, 2008;Thomas et al, 2014), the Scheldt estuary (de Brye et al, 2010), the Congo River (Le Bars et al, 2016), the Mahakam River (de Brye et al, 2011;Pham Van et al, 2016), and even a lake on Titan (Vincent et al, 2016). The main drawback of discontinuous Galerkin (DG) methods is the larger number of degrees of freedom per element, which results in a higher computational cost than continuous Galerkin (CG) methods.…”
Section: Introductionmentioning
confidence: 99%