The doi above is for this specific version of this dataset, which is currently the latest. Newer versions may be published in the future. For a link that will always point to the latest version, please use
doi: 10.4121/10d493df-8efb-442b-8c3d-04e92bcf4c4e

Hendrickx, Gijs; Manuel, Laura; Pearson, S.G. (Stuart); Aarninkhof, Stefan; Meselhe, Ehab (2024): Dataset underlying the study "An earthen sill as a measure to mitigate salt intrusion in estuaries". Version 2. 4TU.ResearchData. dataset. https://doi.org/10.4121/10d493df-8efb-442b-8c3d-04e92bcf4c4e.v2

Dataset

x choose version: version 1 - 2024-04-16

• Civil Engineering
• Environmental Engineering
• Engineering

Delft3D Flexible Mesh, estuary, salt intrusion, sill

CC BY 4.0

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by Gijs Hendrickx , Laura Manuel , S.G. (Stuart) Pearson , Stefan Aarninkhof , Ehab Meselhe

The dataset contains the input files of 265 simulations using Delft3D Flexible Mesh (DFM) in which estuaries were designed using a parametric design. Every estuary design was based on thirteen (13) input parameters: three (3) parameters to describe the boundary conditions, and ten (10) for the geomorphological characteristics. The simulations are grouped in seven (7) sets of estuaries based on their focus: (1) height (N=20); (2) lmr (N=26); (3) macro (N=51); (4) micro (N=51); (5) pm (N=51); (6) volume (N=15); and (7) wm (N=51). Model simulations export only the last day of the simulated period, focusing on the quasi-steady state response. Model simulation periods differed per estuary, based on the spin-up period: simulation periods ranged 8-60 days.

• 2024-04-16 first online

• 2024-09-06 published, posted

4TU.ResearchData

application/Delft3D Flexible Mesh

An earthen sill as a measure to mitigate salt intrusion in estuaries

• P18-32 Project 7

TU Delft, Faculty of Civil Engineering and Geosciences, Department of Hydraulic Engineering