Wave overtopping: impact of water jets on grassed inner slope transitions

Valk, A. (Astrid)

2013

The project SBW ('Sterkte & Belastingen Waterkeringen' with respect to grassed inner slopes focuses on the improvement of reliable overtopping criteria for the present dike structures. Experiments are carried out using a wave overtopping simulator. This device is developed to create full...

X-ray microtomography of early Iron Age glass beads

Ngan-Tillard, Dominique

2014

The data contain X-ray micro-computed tomography scans of two frothy glass beads found in an urn-field in Zutphen, the Netherlands. It contains the raw data and the interpretation. Also included is a short video (mp4 file) with an explanation and animation of the scans.

Numerical and experimental research of wave interaction with a porous breakwater

Mellink, B.A. (Bart)

2013

The design formula for rubble mound breakwaters by Van der Meer has an unclear Notional Permeability term. This term causes a lot of confusion for designers. In the past many people have tried to derive a better formulation for that term by experimental and analytical research. The goal of this...

Supplemental materials for the manuscipt: Rapid Construction of Global Pore Network of Tight Sandstone based on Microscale Computerized Tomography Image and Experiment Permeability

Xu. Z. (Zhipeng)

2020

Simulation and analysis data for the paper "Rapid Construction of Global Pore Network of Tight Sandstone based on Microscale Computerized Tomography Image and Experiment Permeability"

Data for the characterisation of carbonate-rich diatomite ores

Guatame-Garcia, Adriana

2019

This dataset contains data collected for the characterisation of carbonate-rich diatomite ores of the Elche de la Sierra deposit (Spain) at Delft University of Technology. The dataset comprises chemical data from X-ray fluorescence, infrared data collected with laboratory and portable...

Supplemental data for the paper: Diffusion of hydrophilic organic micropollutants in granular activated carbon with different pore sizes

Piai, L. (Laura) | Dykstra, J.E. (Jouke) | Adishakti, M.G. (Mahesa) | Blokland, M. (Marco) | Langenhoff, A. (Alette) | van der Wal, A. (Albert)

2020

Hydrophilic organic micropollutants are commonly detected in source water used for drinking water production. Effective technologies to remove these micropollutants from water include adsorption onto granular activated carbon in fixed-bed filters. The rate-determining step in adsorption using...

Supplemental data for the paper: Stretching the limits of dynamic and quasi-static flow testing on cohesive limestone powders

Shi, Hao | Lumay, G. (Geoffroy) | Luding, S. (Stefan)

2020

This is the meta data as well as the raw experimental data for the paper: "Stretching the limits of dynamic and quasi-static flow testing on limestone powders" that published in Powder Technology.

Experimental research on spatial distribution of overtopping

Lioutas, A.C.

2013

The scope of this thesis is to find an empirical formula to describe the distribution of overtopping at the space behind the crest. In this research, a physical model was developed on which irregular waves are tested. Because of the duration of the tests and the amount of collected water...

Highly permeable and mechanically robust silicon carbide hollow fiber membranes: Supplementary Video

de Wit, Patrick

2014

Silicon carbide (SiC) membranes have shown large potential for applications in water treatment. Being able to make these membranes in a hollow fiber geometry allows for higher surface-to-volume ratios. In this study, we present a thermal treatment procedure that is tuned to produce porous...

Data of embedded humidity sensors, sample weights, and measured pore volume distribution for eight screed types

Strangfeld, Christoph | Prinz, C. (Carsten) | Hase, F. (Felix) | Kruschwitz, S. (Sabine)

2018

Four cement-based and four calcium-sulphate-based screed types are investigated. The samples have a diameter of 300 mm and a height of 35 or 70 mm. Up to ten humidity sensors are embedded directly during the concreting of the screed samples. Thus, the humidity over the sample height is...