High Salinity Increases the Fluidity and Decreases the Yield Stress and Erosion Threshold of Sand-Clay Mixtures – New Data in 2025

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2025-04-01
2025-05-23

Date completed

2025-06-30

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Zadehali, Ehsan
zadeh006@umn.edu

Abstract

This dataset presents raw videos and frames captured from flume erosion test and rheological measurements on bentonite clay - silica sand mixture at seven different salinity concentrations (0ppt, 3ppt, 5ppt, 10ppt, 15ppt, 20ppt, 35ppt). There are three replicates per each experiment that make it: - 21 flume tests (about 30 minutes after sample preparation) (3 rep for each salinity concentration) - 21 flow sweep tests (6hrs after preparation) (3 rep for each salinity concentration) - 21 amplitude oscillation tests (6hrs after preparation) (3 rep for each salinity concentration) - 21 flow sweep tests (30hrs after preparation) (3 rep for each salinity concentration) - 21 amplitude oscillation tests (30hrs after preparation) (3 rep for each salinity concentration) Video data for each flume experiment include side-view and top-view for all runs and there is angled-view for some tests. Cameras were synchronized by briefly turning the flume room lights off and on at the start of each test. Erosion observed from top and angled views, while simultaneously, the water depth is measured using the corresponding frames from the side camera. Having water depth in erosion time, critical shear stress calculated by slope method. Rheological data consist of flow sweep tests and oscillatory amplitude tests at 6hrs post-preparation, give us insights about viscosity, shear thinning behavior of the mixture, yield stress and flow-point stress and effect of ageing. Together, these data quantify how increasing salt concentration collapses the electrostatic double layer, lowers yield and flow-point stresses, and reduces—but does not eliminate—the shear stress required to erode sand-clay beds.

Description

The repository has two main folders: Flume Tests – raw videos of each erosion run (side-view TIFFs, top-view MP4s, and angled-view MOVs for selected runs), sorted by salinity (0–35 ppt) and replicate (REP1-REP3). A quick light-off/light-on flash at the start synchronises all cameras. Side views give water depth; top and angled views show when the bed starts to move, letting users calculate critical shear stress with the slope method. For larger files that are split (ending in .z01, .z02, .z03, etc.) download all of the parts to the same folder on your computer in order to view the download. You must make sure the filenames are the same. You must also use an application like 7-Zip (Windows or Mac) or Winzip (Windows or Mac) to extract the download, rather than your operating system’s built-in zip extractor. Rheological Measurements – Excel files from the rheometer, again grouped by salinity and replicate. Each file contains flow sweep or oscillatory amplitude sweep data taken 6 h and 30 h after sample prepration. Together, these files let users trace how rising salinity (0–35 ppt) lowers yield and flow-point stresses and the shear stress needed to erode sand-clay beds.

Referenced by

Ehsan Zadehali, Soukaina Benaich, Shih-Hsun Huang, Ian Bourg, and Judy Q. Yang. Salinity Reduces Yield Stress and Erosion Threshold in Sand-Clay Mixtures: Evidence from Rheometry and Flume Experiments FORTHCOMING

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Funding information

The United States National Science Foundation grant EAR 2150796

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Suggested citation

Zadehali, Ehsan; Yang, Judy Q. (2025). High Salinity Increases the Fluidity and Decreases the Yield Stress and Erosion Threshold of Sand-Clay Mixtures – New Data in 2025. Retrieved from the Data Repository for the University of Minnesota (DRUM), https://doi.org/10.13020/rf5z-td57.

View/Download File

File View/Open
Description
Size
Readme_EZ.txt
Description of data
(11.26 KB)

Flume Test_10PPT_REP1_ID101.zip
10ppt Flume Test rep 1
(12.46 GB)

Flume Test_10ppt_REP2_ID102.zip
10ppt Flume Test rep 2
(15.08 GB)

Flume Test_10ppt_REP3_ID103.zip
10ppt Flume Test rep 3
(14.04 GB)

Flume Test_15ppt_REP1_ID151.zip
15ppt Flume Test rep 1
(5.05 GB)

Flume Test_15ppt_REP2_ID152.zip
15ppt Flume Test rep 2
(3.7 GB)

Flume Test_15ppt_REP3_ID154.zip
15ppt Flume Test rep 3
(3.16 GB)

Flume Test_20ppt_REP1_ID201.zip
20ppt Flume Test rep 1
(3.44 GB)

Flume Test_20ppt_REP2_ID202.zip
20ppt Flume Test rep 2
(2.86 GB)

Flume Test_20ppt_REP3_ID203.zip
20ppt Flume Test rep 3
(2.33 GB)

Flume Test_35ppt_REP1_ID351.zip
35ppt Flume Test rep 1
(2.71 GB)

Flume Test_35ppt_REP2_ID352.zip
35ppt Flume Test rep 2
(2.57 GB)

Flume Test_35ppt_REP3_ID353.zip
35ppt Flume Test rep 3
(2.61 GB)

Flume Test_0PPT_REP1_ID002.z01
0ppt Flume Test rep 1
(5 GB)

Flume Test_0PPT_REP1_ID002.z02
0ppt Flume Test rep 1
(5 GB)

Flume Test_0PPT_REP1_ID002.z03
0ppt Flume Test rep 1
(5 GB)

Flume Test_0PPT_REP1_ID002.z04
0ppt Flume Test rep 1
(5 GB)

Flume Test_0PPT_REP1_ID002.zip
0ppt Flume Test rep 1
(1.68 GB)

Flume Test_0PPT_REP2_ID004.z01
0ppt Flume Test rep 2
(5 GB)

Flume Test_0PPT_REP2_ID004.z02
0ppt Flume Test rep 2
(5 GB)

Flume Test_0PPT_REP2_ID004.z03
0ppt Flume Test rep 2
(5 GB)

Flume Test_0PPT_REP2_ID004.z04
0ppt Flume Test rep 2
(5 GB)

Flume Test_0PPT_REP2_ID004.z05
0ppt Flume Test rep 2
(5 GB)

Flume Test_0PPT_REP2_ID004.z06
0ppt Flume Test rep 2
(5 GB)

Flume Test_0PPT_REP2_ID004.z07
0ppt Flume Test rep 2
(5 GB)

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