cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.6073/pasta/1e717181f90fd11e3ffe28de241a6cfd
title: SBC LTER: Ocean: Currents and Biogeochemistry: Moored CTD and ADCP data from Carpinteria Reef Mooring (CAR, ongoing since 2001

description: ADCP (Currents), CTD (Hydrography) and Optics data (Fluorescence, Beam Attenuation and Volume Scattering Function) were collected at Carpinteria Reef in the Santa Barbara Channel (site ID: CAR). Data have been interpolated to a 20 minute interval. ADCP data are binned at a 0.5 meter interval, measured as height from the bottom to a maximum of 16 bins. All bins may not be filled, and in some cases, data from bins technically above the surface are included. VSF data are available at angles, 100, 125 and 150 degrees. CTD parameters include Pressure, Temperature, Conductivity, Salinity, Density and Fluorescence. The CTD array is located approximately 4.5 meters from the surface, and there are additional temperature thermistors near the CTD array, at the bottom, and mid way between these two.
DOI: 10.17632/t768bkhfz7.2
title: Data set of Wettability of anionic and cationic surfactants on the aluminum surface

description: The contact angle (θ) of sodium dodecyl sulfate (SDS), Aerosol-OT (sodium bis-2-ethyl hexyl sulphosuccinate or AOT) and cetyltrimethylammonium bromide (CTAB) increase while the surface free energy decreases by increasing the volume fraction of isopropanol on aluminum foil showing a hydrophobic nature of the surface with the increase in concentrations of various solvent used. The variation of adhesion work with alcohol surface tension increases linearly whereas the convex polynomial fittings curve of adhesion work with the logarithm of alcohol mole fraction. The curvilinear fitting with the third degreed polynomial equation of Cosθ with 1/√(γL ) for CTAB, the concave fitting with the third degreed polynomial equation of Cosθ with 1/√(γL ) for the high concentration of SDS whereas the curvilinear fitting with the third degreed polynomial equation of Cosθ with 1/√(γL ) for low concentration of SDS. The concave fitting with the third degreed polynomial equation of Cosθ with 1/√(γL ) for AOT. Investigated data highlight the adhesion work with contact angles that give nonlinear variation. The plot between Cosθ and the surface tension of alcohol as well as adhesion work with log C give curvilinear variation where C is the concentration of surfactant.
DOI: 10.17632/gztff7wmjt.1
title: Data from: Influence of natural selection on native populations from distinct American ecoregions

description: All the codes, figures, and tables from my PhD thesis: "Influence of natural selection on native populations from distinct American ecoregions". The Portuguese version of my thesis can be found at: https://github.com/cmcouto-silva/tese_latex.
DOI: 10.17632/k974g79b88.1
title: Late Mesozoic tectonic transformation of the Qinling Orogenic Belt, central China: Evidence from the Taibai ductile shear zone

description: 1. Three figures supplementary to this study; 2. Feldspar mineral composition, finite strain measurements, kinematic vorticity, rheological parameters, zircon U-Pb and A-Ar dating data (10 tables) for this study.
DOI: 10.17632/zm7rr9ngn5.2
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. Affiliations 1st Author: Foad Vosoughi, Research Associate, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran. foad.vosooghi@gmail.com 2nd Author: Gholamreza Rakhshandehroo, Professor, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran. 3rd Author: Mohammad Reza Nikoo, Associate Professor, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran.
DOI: 10.17632/pr3f5rvj8c.2
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. Affiliations 1st Author: Foad Vosoughi, Research Associate, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran. foad.vosooghi@gmail.com 2nd Author: Gholamreza Rakhshandehroo, Professor, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran. 3rd Author: Mohammad Reza Nikoo, Associate Professor, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran.
DOI: 10.17632/ms3v5w6hwx.1
title: Data for: Automated image analysis for quantification ofmaterials microstructure evolution

description: These are the pictures (at least five per strain level) we used for our quantification of the microstructure (ERBO/15) of different strain levels. All the pictures are with and without scale bar each (initial state, 0,3%, 0,6%, 1%, 2%, 5%). These pictures are published along with our paper titled (Automated image analysis for quantification ofmaterials microstructure evolution).
DOI: 10.17632/k9fts9zjd6.1
title: Structural parameters data at ground and excited state of organic photovoltaic materials

description: The data show a collection of electronic structure properties of a series of 33 OPV materials with potential to be implemented as a component in a solar cell device. The data was obtained considering ground state geometries (lowest energy geometries), and also excited states at the Density Functional Theory (DFT) level by using the PBE/def2-TZVP methodology. Such data is directly related to the research paper: “Photoisomerization and its effect in the opto-electronic properties of organic photovoltaic materials: A quantum chemistry study” [1]. [1] C. Delesma, C. Amador-Bedolla, M. Robles, J. Muñiz, Photoisomerization and its effect in the opto-electronic properties of organic photovoltaic materials: A quantum chemistry study, Journal of Photochemistry and Photobiology A: Chemistry (2021) 409, 113155.
DOI: 10.17632/9spmp2fps9.2
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, Gholamreza Rakhshandehroo, Mohammad Reza Nikoo Affiliations 1st Author: Foad Vosoughi, Research Associate, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran. foad.vosooghi@gmail.com 2nd Author: Gholamreza Rakhshandehroo, Professor, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran. 3rd Author: Mohammad Reza Nikoo, Associate Professor, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran.
DOI: 10.17632/xjcvx48r5f.2
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, Gholamreza Rakhshandehroo, Mohammad Reza Nikoo Affiliations 1st Author: Foad Vosoughi, Research Associate, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran. foad.vosooghi@gmail.com 2nd Author: Gholamreza Rakhshandehroo, Professor, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran. 3rd Author: Mohammad Reza Nikoo, Associate Professor, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran.
DOI: 10.17632/pch9mhxr5k.2
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, Gholamreza Rakhshandehroo, Mohammad Reza Nikoo Affiliations 1st Author: Foad Vosoughi, Research Associate, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran. foad.vosooghi@gmail.com 2nd Author: Gholamreza Rakhshandehroo, Professor, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran. 3rd Author: Mohammad Reza Nikoo, Associate Professor, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran.
DOI: 10.17632/kktt39fzrv.2
title: Experimental videos in studying the influences of dry- and wet-bed downstream conditions on dam break multiphase flood waves in a reservoir with 20 cm sediment depth (67.7% 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 20 cm which makes the upstream reservoir 67.7% 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, Gholamreza Rakhshandehroo, Mohammad Reza Nikoo Affiliations 1st Author: Foad Vosoughi, Research Associate, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran. foad.vosooghi@gmail.com 2nd Author: Gholamreza Rakhshandehroo, Professor, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran. 3rd Author: Mohammad Reza Nikoo, Associate Professor, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran.
DOI: 10.17632/rdbxhtnm5r.2
title: Experimental videos in studying the influences of dry- and wet-bed downstream conditions on dam break multiphase flood waves in a reservoir with 15 cm sediment depth (50% 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 15 cm which makes the upstream reservoir 50% 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, Gholamreza Rakhshandehroo, Mohammad Reza Nikoo Affiliations 1st Author: Foad Vosoughi, Research Associate, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran. foad.vosooghi@gmail.com 2nd Author: Gholamreza Rakhshandehroo, Professor, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran. 3rd Author: Mohammad Reza Nikoo, Associate Professor, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran.
DOI: 10.17632/dpsxm39y5r.2
title: Experimental videos in studying the influences of dry- and wet-bed downstream conditions on dam break multiphase flood waves in a reservoir with 17.5 cm sediment depth (58.3% 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 17.5 cm which makes the upstream reservoir 58.3% 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, Gholamreza Rakhshandehroo, Mohammad Reza Nikoo Affiliations 1st Author: Foad Vosoughi, Research Associate, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran. foad.vosooghi@gmail.com 2nd Author: Gholamreza Rakhshandehroo, Professor, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran. 3rd Author: Mohammad Reza Nikoo, Associate Professor, Department of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran.
DOI: 10.6084/m9.figshare.13678318
title: ITS sequences - Rhizospheric soil samples associated with N. alessandrii

description: FASTA file containing ITS sequences for soil samples of seedlings with fungal inoculate, seedlings without inoculate and control condition.
DOI: 10.6084/m9.figshare.13678318.v2
title: ITS sequences - Rhizospheric soil samples associated with N. alessandrii

description: FASTA file containing ITS sequences for soil samples of seedlings with fungal inoculate, seedlings without inoculate and control condition.
DOI: 10.6084/m9.figshare.13678318.v1
title: ITS sequences - Rhizospheric soil samples associated with N. alessandrii

description: FASTA file containing ITS sequences for soil samples of seedlings with fungal inoculate, seedlings without inoculate and control condition.
DOI: 10.17632/48hx5885ry.1
title: The Effect of Back Squat Depth and Load on Lower Body Muscle Activity in Group Exercise Participants

description: Each file shows the EMG data for one study participant. There were 10 participants in total. Four muscles were analysed: Gluteus Maximus (GM), Biceps Femoris (BF), Vastus Lateralis (VL), Lateral Gastrocnemius (LG) For each muscle, mean and peak EMG data were obtained There were 4 squat conditions: 90 degree knee angle, 23% bodyweight load (90D 23L) 90 degree knee angle, 38% bodyweight load (90D 38L) 125 degree knee angle, 23% bodyweight load (125D 23L) 125 degree knee angle, 38% bodyweight load (125D 38L) For each condition, 5 squats were analysed. Each repetition was divided into an eccentric (E) and concentric (C) phase. The eccentric phase of repetition 1 is abbreviated as 1:E etc. Each participant also performed 5 Countermovement Jumps (CMJs) The squat data were normalised against the CMJ data
DOI: 10.17632/y9fmr4p2rg.1
title: 2DATA OF LEARNING ACHIEVEMENT

description: The data presented in this manuscript is a part of a study of the factors of learning achievement in introductory accounting courses in Indonesian universities. A closed questionnaire was an instrument for collecting data and 445 questionnaires were distributed to participants using a purposive sampling method to students in public and private universities in Indonesia. About 220 were returned and could be analyzed further. Participants indicate the level of agreement on the items contained in the questionnaire on a five-point scale.
DOI: 10.17632/zfbzrb64jt.1
title: Photoluminescence efficiency of zincblende InGaN/GaN quantum wells

description: Temperature dependent photoluminescence (PL) spectroscopy was performed on zincblende InGaN/GaN quantum wells (QW), along with PL time decay measurements, in order to estimate the recombination efficiency. The 10K PL spectra was seen to redshift as the QW width was increased (Fig. 2). The 10K decay time increased with increasing QW width, but the intensity was approximately constant (Fig. 3). The integrated intensity of the QWs dropped slowly with temperature up to 100K, and fast up to 300K, with more variation for the single QW (Fig. 4). The PL spectra were all polarised in the [1-10} direction (Fig. S1). The degree of polarisation reduced with increasing QW width (Fig. S2). The PL peak energy shift agrees with a simple finite QW model (Fig. S3).
DOI: 10.17632/p2vyrmghyz.7
title: Dr Odysseas Kopsidas

description: BscEconomics Bsc Civil Engineering LLB Law Msc Industrial Management and Technology Msc Law and Economics PhD Industrial Management and Technology PhD Environmental Economics
DOI: 10.17632/ywhmbnzvmx.1
title: Datasets to evaluate Generation/Selection of Substitutes tasks to support lexical simplification

description: These datasets are part of the EASIER corpus and include instances to evaluate the Generation and Selection tasks pertaining to lexical simplification. These datasets consist of a target word and proposed synonyms, along with their necessary metadata, such as the sentence in which the word appears and start and end offsets to locate it. The smallest dataset contains 575 instances in which a word contains three proposed substitutes, while the full dataset contains over 5000 instances with at least one proposed substitute. For more information, address our git repository https://github.com/LURMORENO/EASIER_CORPUS