cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.17632/pch9mhxr5k.3
title: Experimental videos in studying the influences of dry- and wet-bed downstream conditions on dam break multiphase flood waves in a reservoir with 22 cm sediment depth (73.3% silted-up)

description: Experimental videos: Herein, 24 distinct video files have been presented which related to dam break multiphase flood shock wave experiments, performed in the Shiraz University, Civil and Environmental Engineering Department’s Hydraulic Lab (Shiraz, Iran). The initial upstream sediment depth was 22 cm which makes the upstream reservoir 73.3% silted-up with respect to the total 30 cm height of the reservoir. Different initial downstream conditions have also been considered including dry-bed downstream and wet-bed downstream with different levels of standing water; 2 cm, 4 cm and 5 cm. Considering three cameras which covered length of the flume, 4 different dam break scenarios and 2 repetitions conducted for each test, a total of 24 videos collected which presented in this document. The additional explanations related to video files can be seen in “Explanation table of videos” file which attached to this document in Microsoft Word (DOCX/DOC) format. Foad Vosoughi, Mohammad Reza Nikoo, Gholamreza Rakhshandehroo, Amir H. Gandomi First author Foad Vosoughi Research Associate, Civil Eng. Department, Shiraz University, Shiraz, Iran. Email address: foad.vosooghi@gmail.com ORCID: 0000-0002-4321-9788 Second author Mohammad Reza Nikoo Associate Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Third author Gholamreza Rakhshandehroo Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Fourth author Amir H. Gandomi Professor, Faculty of Engineering and Information Technology, University of Technology Sydney, Sydney, Australia.
DOI: 10.17632/xjcvx48r5f.3
title: Experimental videos in studying the influences of dry- and wet-bed downstream conditions on dam break multiphase flood waves in a reservoir with 24 cm sediment depth (80% silted-up)

description: Experimental videos: Herein, 27 distinct video files have been presented which related to dam break multiphase flood shock wave experiments, performed in the Shiraz University, Civil and Environmental Engineering Department’s Hydraulic Lab (Shiraz, Iran). The initial upstream sediment depth was 24 cm which makes the upstream reservoir 80% silted-up with respect to the total 30 cm height of the reservoir. Different initial downstream conditions have also been considered including dry-bed downstream and wet-bed downstream with different levels of standing water; 2 cm, 4 cm and 5 cm. Considering three cameras which covered length of the flume, 4 different dam break scenarios and 3 repetitions conducted for each test, a total of 27 videos collected which presented in this document. The additional explanations related to video files can be seen in “Explanation table of videos” file which attached to this document in Microsoft Word (DOCX/DOC) format. Foad Vosoughi, Mohammad Reza Nikoo, Gholamreza Rakhshandehroo, Amir H. Gandomi First author Foad Vosoughi Research Associate, Civil Eng. Department, Shiraz University, Shiraz, Iran. Email address: foad.vosooghi@gmail.com ORCID: 0000-0002-4321-9788 Second author Mohammad Reza Nikoo Associate Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Third author Gholamreza Rakhshandehroo Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Fourth author Amir H. Gandomi Professor, Faculty of Engineering and Information Technology, University of Technology Sydney, Sydney, Australia.
DOI: 10.17632/9spmp2fps9.3
title: Experimental videos in studying the influences of dry- and wet-bed downstream conditions on dam break multiphase flood waves in a reservoir with 3 cm sediment depth (10% silted-up)

description: Experimental videos: Herein, 24 distinct video files have been presented which related to dam break multiphase flood shock wave experiments, performed in the Shiraz University, Civil and Environmental Engineering Department’s Hydraulic Lab (Shiraz, Iran). The initial upstream sediment depth was 3 cm which makes the upstream reservoir 10% silted-up with respect to the total 30 cm height of the reservoir. Different initial downstream conditions have also been considered including dry-bed downstream and wet-bed downstream with different levels of standing water; 2 cm, 4 cm and 5 cm. Considering three cameras which covered length of the flume, 4 different dam break scenarios and 2 repetitions conducted for each test, a total of 24 videos collected which presented in this document. The additional explanations related to video files can be seen in “Explanation table of videos” file which attached to this document in Microsoft Word (DOCX/DOC) format. Foad Vosoughi, Mohammad Reza Nikoo, Gholamreza Rakhshandehroo, Amir H. Gandomi First author Foad Vosoughi Research Associate, Civil Eng. Department, Shiraz University, Shiraz, Iran. Email address: foad.vosooghi@gmail.com ORCID: 0000-0002-4321-9788 Second author Mohammad Reza Nikoo Associate Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Third author Gholamreza Rakhshandehroo Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Fourth author Amir H. Gandomi Professor, Faculty of Engineering and Information Technology, University of Technology Sydney, Sydney, Australia.
DOI: 10.17632/pr3f5rvj8c.3
title: Experimental dataset on sediment depths in the study of silted-up dam break flood wave for dry- and wet-bed downstream conditions while 50 to 80% of the dam reservoir is filled-up with sediment

description: Experimental data collection In this file, all sediment depth data associated with 20 different silted-up dam break scenarios were extracted from high-quality experimental video images. The dataset are collected, classified and presented a total of 20 distinct tables in 5 categories based on initial upstream sediment depth; 15 cm, 17.5 cm, 20 cm, 22 cm and 24 cm. Tables 1-4, present the sediment depth data at 20 different locations along the flume and 15 snap times after the dam break, while the initial upstream sediment depth is 15 cm (50% of the reservoir height). Dry- and wet-bed initial downstream condition with 2 cm, 4 cm and 5 cm standing water depth are detailed in Table 1-4, respectively. Table 5-8 provide the sediment depth data at all abovementioned sections and snap times while the initial upstream sediment depth is 17.5 cm (58% of the reservoir height), and dry- or wet-bed downstream with 2 cm, 4 cm and 5 cm standing water depth were considered as initial downstream conditions, respectively. Table 9-12 show the sediment depth data at all sections and snap times while the initial upstream sediment depth is 20 cm (67% of the reservoir height), and dry- or wet-bed downstream with 2 cm, 4 cm and 5 cm standing water depth were considered as initial downstream conditions, respectively. Table 13-16 provide the sediment depth data at all sections and snap times while the initial upstream sediment depth is 22 cm (73% of the reservoir height), and dry- or wet-bed downstream with 2 cm, 4 cm and 5 cm standing water depth were considered as initial downstream conditions, respectively. Table 17-20 show the sediment depth data at all sections and snap times while the initial upstream sediment depth is 24 cm (80% of the reservoir height), and dry- or wet-bed downstream with 2 cm, 4 cm and 5 cm standing water depth were considered as initial downstream conditions, respectively. Foad Vosoughi, Mohammad Reza Nikoo, Gholamreza Rakhshandehroo, Amir H. Gandomi First author Foad Vosoughi Research Associate, Civil Eng. Department, Shiraz University, Shiraz, Iran. Email address: foad.vosooghi@gmail.com ORCID: 0000-0002-4321-9788 Second author Mohammad Reza Nikoo Associate Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Third author Gholamreza Rakhshandehroo Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Fourth author Amir H. Gandomi Professor, Faculty of Engineering and Information Technology, University of Technology Sydney, Sydney, Australia.
DOI: 10.17632/zm7rr9ngn5.3
title: Experimental dataset on water levels in the investigation of silted-up dam break flood wave for dry- and wet-bed downstream conditions while 50 to 80% of the dam reservoir is filled-up with sediment

description: Experimental data collection In this file, all water level data associated with 20 different silted-up dam break scenarios were extracted from high-quality experimental video images. The dataset are collected, classified and presented a total of 20 distinct tables in 5 categories based on initial upstream sediment depth; 15 cm, 17.5 cm, 20 cm, 22 cm and 24 cm. Tables 1-4, present the free surface water level data at 20 different locations along the flume and 15 snap times after the dam break, while the initial upstream sediment depth is 15 cm (50% of the reservoir height). Dry- and wet-bed initial downstream condition with 2 cm, 4 cm and 5 cm standing water depth are detailed in Table 1-4, respectively. Table 5-8 provide the free surface water level data at all abovementioned sections and snap times while the initial upstream sediment depth is 17.5 cm (58% of the reservoir height), and dry- or wet-bed downstream with 2 cm, 4 cm and 5 cm standing water depth were considered as initial downstream conditions, respectively. Table 9-12 show the free surface water level data at all sections and snap times while the initial upstream sediment depth is 20 cm (67% of the reservoir height), and dry- or wet-bed downstream with 2 cm, 4 cm and 5 cm standing water depth were considered as initial downstream conditions, respectively. Table 13-16 provide the free surface water level data at all sections and snap times while the initial upstream sediment depth is 22 cm (73% of the reservoir height), and dry- or wet-bed downstream with 2 cm, 4 cm and 5 cm standing water depth were considered as initial downstream conditions, respectively. Table 17-20 show the free surface water level data at all sections and snap times while the initial upstream sediment depth is 24 cm (80% of the reservoir height), and dry- or wet-bed downstream with 2 cm, 4 cm and 5 cm standing water depth were considered as initial downstream conditions, respectively. Foad Vosoughi, Mohammad Reza Nikoo, Gholamreza Rakhshandehroo, Amir H. Gandomi First author Foad Vosoughi Research Associate, Civil Eng. Department, Shiraz University, Shiraz, Iran. Email address: foad.vosooghi@gmail.com ORCID: 0000-0002-4321-9788 Second author Mohammad Reza Nikoo Associate Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Third author Gholamreza Rakhshandehroo Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Fourth author Amir H. Gandomi Professor, Faculty of Engineering and Information Technology, University of Technology Sydney, Sydney, Australia.
DOI: 10.17632/k74x6vxwxx.3
title: Experimental videos in studying the influences of dry- and wet-bed downstream conditions on dam break multiphase flood waves

description: Experimental videos: Herein, 27 distinct video files have been presented which related to dam break multiphase flood shock wave experiments which performed in the Shiraz University, Civil and Environmental Engineering Department’s Hydraulic Lab (Shiraz, Iran). The upstream reservoir was initially filled by clear water (no sediment) while different initial downstream conditions have been considered including dry-bed downstream and wet-bed downstream with different levels of standing water; 2 cm, 4 cm and 5 cm. Considering three cameras which covered length of the flume, 4 different dam break scenarios and 3 repetitions conducted for each test, a total of 27 videos collected which presented in this document. The additional explanations related to video files can be seen in “Explanation table of videos” file which attached to this document in Microsoft Word (DOCX/DOC) format. Foad Vosoughi, Mohammad Reza Nikoo, Gholamreza Rakhshandehroo, Amir H. Gandomi First author Foad Vosoughi Research Associate, Civil Eng. Department, Shiraz University, Shiraz, Iran. Email address: foad.vosooghi@gmail.com ORCID: 0000-0002-4321-9788 Second author Mohammad Reza Nikoo Associate Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Third author Gholamreza Rakhshandehroo Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Fourth author Amir H. Gandomi Professor, Faculty of Engineering and Information Technology, University of Technology Sydney, Sydney, Australia.
DOI: 10.17632/fsgc53mgvj.3
title: Experimental dataset on sediment depths in studying the influences of dry- and wet-bed downstream conditions on multiphase dam break flood wave while 0 to 25% of the dam reservoir is occupied by sedimentation

description: Experimental data collection In this file, all sediment depth data associated with 8 different dam break scenarios were extracted from high-quality experimental video images. The dataset are collected, classified and presented a total of 8 distinct tables in 2 categories based on initial upstream sediment depth; 3 cm and 7.5 cm. Tables 1-4, present the sediment depth data at 20 different locations along the flume and 15 snap times after the dam break, while the initial upstream sediment depth is 3 cm (10% of the reservoir height). Dry- and wet-bed initial downstream condition with 2 cm, 4 cm and 5 cm standing water depth are detailed in Table 1-4, respectively. Table 5-8 provide the sediment depth data at all abovementioned sections and snap times while the initial upstream sediment depth is 7.5 cm (25% of the reservoir height), and dry- or wet-bed downstream with 2 cm, 4 cm and 5 cm standing water depth were considered as initial downstream conditions, respectively. Foad Vosoughi, Mohammad Reza Nikoo, Gholamreza Rakhshandehroo, Amir H. Gandomi First author Foad Vosoughi Research Associate, Civil Eng. Department, Shiraz University, Shiraz, Iran. Email address: foad.vosooghi@gmail.com ORCID: 0000-0002-4321-9788 Second author Mohammad Reza Nikoo Associate Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Third author Gholamreza Rakhshandehroo Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Fourth author Amir H. Gandomi Professor, Faculty of Engineering and Information Technology, University of Technology Sydney, Sydney, Australia.
DOI: 10.17632/p6bsdz7xch.3
title: Experimental videos in studying the influences of dry- and wet-bed downstream conditions on dam break multiphase flood waves in a reservoir with 7.5 cm sediment depth (25% silted-up)

description: Experimental videos: Herein, 24 distinct video files have been presented which related to dam break multiphase flood shock wave experiments, performed in the Shiraz University, Civil and Environmental Engineering Department’s Hydraulic Lab (Shiraz, Iran). The initial upstream sediment depth was 7.5 cm which makes the upstream reservoir 25% silted-up with respect to the total 30 cm height of the reservoir. Different initial downstream conditions have also been considered including dry-bed downstream and wet-bed downstream with different levels of standing water; 2 cm, 4 cm and 5 cm. Considering three cameras which covered length of the flume, 4 different dam break scenarios and 2 repetitions conducted for each test, a total of 24 videos collected which presented in this document. The additional explanations related to video files can be seen in “Explanation table of videos” file which attached to this document in Microsoft Word (DOCX/DOC) format. Foad Vosoughi, Mohammad Reza Nikoo, Gholamreza Rakhshandehroo, Amir H. Gandomi First author Foad Vosoughi Research Associate, Civil Eng. Department, Shiraz University, Shiraz, Iran. Email address: foad.vosooghi@gmail.com ORCID: 0000-0002-4321-9788 Second author Mohammad Reza Nikoo Associate Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Third author Gholamreza Rakhshandehroo Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Fourth author Amir H. Gandomi Professor, Faculty of Engineering and Information Technology, University of Technology Sydney, Sydney, Australia.
DOI: 10.17632/nc573y67tp.3
title: Experimental dataset on water levels in studying the influences of dry- and wet-bed downstream conditions on multiphase dam break flood wave while 0 to 25% of the dam reservoir is occupied by sedimentation

description: Experimental data collection In this file, all water level data associated with 12 different dam break scenarios were extracted from high-quality experimental video images. The dataset are collected, classified and presented a total of 12 distinct tables in 3 categories based on initial upstream sediment depth; 0 cm, 3 cm and 7.5 cm. Tables 1-4, present the free surface water level data at 20 different locations along the flume and 15 snap times after the dam break, while the upstream reservoir was filled by clear water (no sediment). Dry- and wet-bed initial downstream condition with 2 cm, 4 cm and 5 cm standing water depth are detailed in Table 1-4, respectively. Table 5-8 provide the free surface water level data at all abovementioned sections and snap times while the initial upstream sediment depth is 3 cm (10% of the reservoir height), and dry- or wet-bed downstream with 2 cm, 4 cm and 5 cm standing water depth were considered as initial downstream conditions, respectively. Table 9-12 show the free surface water level data at all sections and snap times while the initial upstream sediment depth is 7.5 cm (25% of the reservoir height), and dry- or wet-bed downstream with 2 cm, 4 cm and 5 cm standing water depth were considered as initial downstream conditions, respectively. Foad Vosoughi, Mohammad Reza Nikoo, Gholamreza Rakhshandehroo, Amir H. Gandomi First author Foad Vosoughi Research Associate, Civil Eng. Department, Shiraz University, Shiraz, Iran. Email address: foad.vosooghi@gmail.com ORCID: 0000-0002-4321-9788 Second author Mohammad Reza Nikoo Associate Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Third author Gholamreza Rakhshandehroo Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran. Fourth author Amir H. Gandomi Professor, Faculty of Engineering and Information Technology, University of Technology Sydney, Sydney, Australia.
DOI: 10.5066/p93k2soi
title: Chemistry data for assessment of the containment sediment at Pinyon Plains Mine, 2020

description: These data are comprised of measurements of elements (e.g., uranium, cobalt, nickel, copper, zinc, cadmium, lead, etc.) in Pinyon Plains Mine containment pond samples collected in calendar year 2020.
DOI: 10.6084/m9.figshare.13311710.v4
title: Mediumship

description: Extended data related to the Registered Report: Testing mediumship accuracy with a triple-blind protocol:-List of common questions;-Excerpts of the readings format;<br>-Statistical scripts.<br><br><br>Materials related to the paper: "Mediumship accuracy: a quantitative and qualitative study with a triple-blind protocol" available at psyarxiv.com/fs3hc:<br>-ReadingScores.xlsx (accuracy data);-ReadingInfoTypes.xlsx (Types of information in Italian)<br>
DOI: 10.5066/p9lsn4w3
title: Visible and near-infrared spectroscopy for sediment samples collected across North-eastern U.S.

description: This data record contains a CSV file with spectral reflectance (420-2114 nm) for sediment samples collected from each of four source locations (cropland, stream bank, glaciolacustrine, and street dust) located across sites in the Northwestern US during prior studies. Data were collected in a laboratory setting using Spectrecology USB4000-VIS-NIR and NIRQuest512-2.2 spectrometers. The data contain spectra collected from sieved, non-sieved, dry and suspended samples from each sample source, as well as spectra for calibration standards. Explanation of fields in contained in the spectral properties data table are described in a data dictionary. Data on the physical properties of samples used in this study have been collected and are summarized in this data release.
DOI: 10.5281/zenodo.4707597
title: Stellar and Galactic cosmic ray fluxes for the evolving Earth and young exoplanets

description: This data set corresponds to the simulation data presented in the article "Stellar versus Galactic: the intensity of cosmic rays at the evolving Earth and young exoplanets around Sun-like stars" (Rodgers-Lee, Taylor, Vidotto & Downes, MNRAS, 2021). Details of the stellar wind and cosmic ray model used for the simulations are available in the article. The data consists of the differential intensity of stellar and Galactic cosmic rays as a function of kinetic energy at different orbital distances from the star. The data is given for a number of different stellar rotation rates (omega). The first line gives the column headings. File names are formatted as "gcr_data_omegaXXX.dat" for the Galactic cosmic rays where "XXX" corresponds to the stellar rotation rate considered and "scr_data_omegaXXX.dat" for the stellar cosmic rays. The simulation details can be found in Table 1 of the article.
DOI: 10.5281/zenodo.4707596
title: Stellar and Galactic cosmic ray fluxes for the evolving Earth and young exoplanets

description: This data set corresponds to the simulation data presented in the article "Stellar versus Galactic: the intensity of cosmic rays at the evolving Earth and young exoplanets around Sun-like stars" (Rodgers-Lee, Taylor, Vidotto & Downes, MNRAS, 2021). Details of the stellar wind and cosmic ray model used for the simulations are available in the article. The data consists of the differential intensity of stellar and Galactic cosmic rays as a function of kinetic energy at different orbital distances from the star. The data is given for a number of different stellar rotation rates (omega). The first line gives the column headings. File names are formatted as "gcr_data_omegaXXX.dat" for the Galactic cosmic rays where "XXX" corresponds to the stellar rotation rate considered and "scr_data_omegaXXX.dat" for the stellar cosmic rays. The simulation details can be found in Table 1 of the article.
DOI: 10.5281/zenodo.4707075
title: Speckle‑Tracking Echocardiography for Cardioncological Evaluation in Bevacizumab‑Treated Colorectal Cancer Patients

description: Angiogenesis inhibitor Bevacizumab (BVZ) may lead to the development of adverse effects, including hypertension and cardiac ischemia. Whether assessment of changes in myocardial strain by two-dimensional speckle-tracking echocardiography (2D-STE) can be of value in detecting BVZ-mediated cardiotoxicity at an earlier stage is not known. We investigated whether 2D-STE can non-invasively detect early evidence of cardiotoxicity in metastatic colorectal cancer (mCRC) patients treated with BVZ. Between January and June 2019, 25 consecutive patients (71.8 ± 7.5 year/old, 17 males) with mCRC were prospectively enrolled. Patients underwent physical examination, blood tests, and conventional 2D-transthoracic echocardiography implemented with 2D-STE analysis, at baseline and at 3 and 6 months following treatment with BVZ (15 mg/kg every 15 days) + 5-fluorouracil/folinic acid plus oxaliplatin (FOLFOX i.v.). At 6-month follow-up, we assessed occurrence of global longitudinal strain (GLS) impairment (&gt; 15% decrease in GLS compared with baseline) as primary end-point and a new-onset systemic hypertension (secondary end-point). On average, GLS showed a progressive significant impairment after BVZ, from − 17.4 ± 3.2% at baseline to − 16 ± 2.9% (p = 0.003) at 6-month follow-up; &gt; 15% decrease in GLS (primary endpoint) was detected in 9 patients (36%). All other strain parameters remained unchanged. New-onset systemic hypertension (secondary end-point) was diagnosed in five patients (20%). No significant changes were observed in serial high-sensitivity cardiac troponin I measurements. No patient developed significant changes in LV size or LV ejection fraction; no case of clinically symptomatic HF was observed during BVZ-treatment. Measurement of GLS by 2D-STE analysis can effectively detect BVZ-mediated cardiotoxicity at an early stage.