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Fidel Castro Agricultural Building Inauguration Speeches, 1972-1990, from the Fidel Castro Speech Database
No full textThe map was based on the Castro Speech Database, which is hosted in the Latin American Network Information Center (LANIC), LLILAS Benson Latin American Studies and Collections. The map includes a subset of 7 buildings that were inaugurated by Castro from July 1972 to July 1990. The agricultural buildings include several factories, one school, a community center, and a distribution center. The buildings were identified by their names and georeferenced. Out of the buildings identified, only 3 were not located: 2 of them were given a general location of a city or province and 1 was provided a location on the sea south of Cuba to represent visually the entire dataset
CESM LW scattering simulation
No full textCESM simulations were performed to study the global impact of cloud longwave scattering. This dataset provides some simulated variables analyzed in our study
Global Reservoir Bathymetry Dataset
No full textThis dataset contains the high resolution 3D bathymetry of 347 global reservoirs, which represents 50% of the overall global storage capacity. It also provides the Area-Elevation (A-E) and Elevation-Volume (E-V) relationships for these reservoirs
Water Surface Elevations: Landcover +5% Roughness Scenario
No full text Raster maps of water surface elevations (WSEs) that are output from the HEC-RAS 5.0.7 2D hydrodynamic model (Brunner, 2016), and associated with flow stages (0.1m – 11.63m) at 0.25m interval (N=44). These flow stages were output from simulations coincident with the scenario that contains patches that are derived from locations of downed trees expanded by 2.0 m. At these patches, roughness is 5% higher than the roughness that is only associated with land cover informed by the Ecological Mapping Systems of Texas (Elliott et al. 2014, url: https://tpwd.texas.gov/landwater/land/programs/landscape-ecology/ems/) and calibrated to WSEs found in flood insurance studies (FEMA, 2014), which found an error of 20cm. Only WSE’s that have a depth above 20cm and is connected to the main channel are preserved.
Brunner, G.W. (2016). HEC-RAS: River Analysis System, 2D Modeling User’s Manual Version 5.0. Rep., Hydrological Engineering Center – U.S. Army Corp of Engineers, Davis, CA.
Elliott, L.F., Treuer-Kuehn, A., Blodgett, C.F., True. C.D., German, D. Diamond, D.D. (2014). Ecological System of Texas: 391 Mapped Types, edited by Texas Parks and Wildlife Department and Texas Water Development Board, Austin, TX.
FEMA (2014). Flood Insurance Study: Refugio County, Texas and Incorporated Areas. Rep., 101 pp, Federal Emergency Management Agency, Denton, TX.</p
Data for: Horne et al. (2021) Basement-Rooted Faults of the Delaware Basin and Central Basin Platform, Permian Basin, West Texas and Southeastern New Mexico
No full textThis repository contains data files for the manuscript "Basement-rooted faults of the Delaware Basin and Central Basin Platform, Permian Basin, West Texas and southeastern New Mexico" which is a chapter within The University of Texas at Austin, Bureau of Economic Geology Report of Investigations No. 286: The Geologic Basement of Texas: A Volume in Honor of Peter T. Flawn.
The repository contains a zipped folder containing Geographic Information System (GIS) shapefiles for the subsurface fault traces that were interpreted by the authors following the methods described in the manuscript. Fault traces represent the hanging wall intersection line of fault surfaces with the top-Ellenburger Group regional surface. These fault traces were used to produce Figures 5-7, 14 and 16 within the paper.
New fault segments and modifications of existing segments will be continuously updated. The working fault set is denoted by the version history, e.g., V4 (version #4). These updated faults are to be used as the present-day interpretation, superseding the original publication (V1)
Differences in Water Surface Elevation Between Roughness Scenarios: Landcover+25% - Landcover+10%
No full text Raster maps of differences in water surface elevation (WSE) that are based on output from the HEC-RAS 5.0.7 2D hydrodynamic model (Brunner, 2016). The differences are between common flow stages at different roughness scenarios where patches associated with downed trees are 25% greater than landcover roughness and 10% greater than landcover roughness (LC10-LC5, N=44). The WSEs that form these difference have a depth above 20cm and are hydrologically connected to the main channel.
Brunner, G.W. (2016). HEC-RAS: River Analysis System, 2D Modeling User’s Manual Version 5.0. Rep., Hydrological Engineering Center – U.S. Army Corp of Engineers, Davis, CA.</p
Thermal Dissipation Sap Flow Sensor Baseline Corrections
No full textThis dataset contains spreadsheets with pre- and post-processed voltage differences from thermal dissipation sap flow sensors collected by a CR1000 datalogger. Voltage differences underwent a baseline smoothing process using daily minimum vapor pressure deficit and daily precipitation to account for nighttime flows in trees that were previously unaccounted for in initial sap flow processing
crude_high_ca_matrix_M1
No full textFluid in place: crude oil
Capillary number: high
Fracture status: none, M
mineral_medium_ca_connected_M3
No full textFluid displaced: mineral oil
Capillary number: medium
Fracture status: connected, M