Cambios

              
    

          
          
        
        

            
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{
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{
            
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  "author": "Gabriel Perez",
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  "author": "Gabriel Perez",
            
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  "author_email": "",
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  "author_email": "",
            
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  "creator_user_id": "b79b2b0a-dff8-4e9d-8cc6-abce9662ecfc",
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  "creator_user_id": "b79b2b0a-dff8-4e9d-8cc6-abce9662ecfc",
            
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  "extras": [
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  "id": "228de013-ae74-4806-829e-c0de6525a8a4",
            
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  "isopen": true,
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  "isopen": true,
            
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  "license_id": "cc-by",
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  "license_id": "cc-by",
            
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  "license_title": "Creative Commons Attribution",
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  "license_title": "Creative Commons Attribution",
            
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  "license_url": "http://www.opendefinition.org/licenses/cc-by",
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  "license_url": "http://www.opendefinition.org/licenses/cc-by",
            
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  "maintainer": "Gabriel Perez",
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  "maintainer": "Gabriel Perez",
            
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  "maintainer_email": "",
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  "maintainer_email": "",
            
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  "metadata_created": "2025-02-10T21:16:07.492814",
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  "metadata_created": "2025-02-10T21:16:07.492814",
            
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  "metadata_modified": "2025-02-10T21:16:07.492820",
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  "metadata_modified": "2025-02-10T21:17:16.496771",
            
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  "name": "model-data-for-flood-frequency-analysis",
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  "name": "model-data-for-flood-frequency-analysis",
            
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  "notes": "This archived provides scripts and input files used for 
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  "notes": "This archived provides scripts and input files used for 
            
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the implementation of a novel approach to conduct process-based Flood 
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the implementation of a novel approach to conduct process-based Flood 
            
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Frequency Analysis using a Stochastic Storm Transposition (SST) and an 
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Frequency Analysis using a Stochastic Storm Transposition (SST) and an 
            
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Integrated Surface-Subsurface Hydrological Model (ISSHM). As a 
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Integrated Surface-Subsurface Hydrological Model (ISSHM). As a 
            
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proof-of-concept, this study uses the ISSHM, Advanced Terrestrial 
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proof-of-concept, this study uses the ISSHM, Advanced Terrestrial 
            
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Simulator (Amanzi-ATS) model, and the SST model, RainyDay, to conduct 
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Simulator (Amanzi-ATS) model, and the SST model, RainyDay, to conduct 
            
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flood frequency analysis by simulating the flood response to 5,000 
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flood frequency analysis by simulating the flood response to 5,000 
            
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annual synthetic storm events in a ~2000 km2 Southeast Texas 
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annual synthetic storm events in a ~2000 km2 Southeast Texas 
            
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watershed.\r\n\r\nThe Watershed Workflow package is implemented in 
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watershed.\r\n\r\nThe Watershed Workflow package is implemented in 
            
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Python3. The Jupyter notebooks can be executed through multiple 
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Python3. The Jupyter notebooks can be executed through multiple 
            
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open-source tools, for example, Anaconda Jupyter Lab, VS Studio Code, 
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open-source tools, for example, Anaconda Jupyter Lab, VS Studio Code, 
            
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etc. Other data files include TXT, CSV, DAT, SBATCH, SHP, TIF, NetCDF, 
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etc. Other data files include TXT, CSV, DAT, SBATCH, SHP, TIF, NetCDF, 
            
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and HDF5 files, which can be read through Python scripts. The input 
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and HDF5 files, which can be read through Python scripts. The input 
            
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files for the ATS model and RainyDay model have .XML and .SST 
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files for the ATS model and RainyDay model have .XML and .SST 
            
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extensions, respectively, and can be edited in any commonly used text 
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extensions, respectively, and can be edited in any commonly used text 
            
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editors.\r\n\r\nThis archive contains:\r\n\r\n* Scripts and data files 
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editors.\r\n\r\nThis archive contains:\r\n\r\n* Scripts and data files 
            
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essential for generating the ATS model input. It uses the Watershed 
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essential for generating the ATS model input. It uses the Watershed 
            
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Workflow package to produce both mesh and ATS input files.\r\n\r\n* 
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Workflow package to produce both mesh and ATS input files.\r\n\r\n* 
            
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Jupyter notebooks designated for the ATS model evaluation, covering 
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Jupyter notebooks designated for the ATS model evaluation, covering 
            
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both long-term simulations and 40 rainfall-runoff events.\r\n\r\n* 
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both long-term simulations and 40 rainfall-runoff events.\r\n\r\n* 
            
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Input files required to simulate SST storm events using RainyDay.",
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Input files required to simulate SST storm events using RainyDay.",
            
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  "num_tags": 8,
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  "num_tags": 8,
            
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  "organization": {
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  "organization": {
            
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    "approval_status": "approved",
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    "approval_status": "approved",
            
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    "created": "2024-12-13T20:42:01.291625",
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    "created": "2024-12-13T20:42:01.291625",
            
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    "description": "Southeast Texas Urban Integrated Field Lab 
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    "description": "Southeast Texas Urban Integrated Field Lab 
            
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(SETx-UIFL) is a DOE-funded Urban Integrated Field Laboratory studying 
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(SETx-UIFL) is a DOE-funded Urban Integrated Field Laboratory studying 
            
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the Beaumont-Port Arthur area. The project focuses on Gulf Coast 
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the Beaumont-Port Arthur area. The project focuses on Gulf Coast 
            
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communities with industrial facilities and population change 
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communities with industrial facilities and population change 
            
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challenges.",
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challenges.",
            
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    "image_url": 
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    "image_url": 
            
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"2025-01-01-201749.119847SETx-URBAN-IFL-Logo-Full-Color-Final.jpg",
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"2025-01-01-201749.119847SETx-URBAN-IFL-Logo-Full-Color-Final.jpg",
            
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    "is_organization": true,
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    "name": "setx-uifl",
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    "name": "setx-uifl",
            
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    "state": "active",
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    "state": "active",
            
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    "title": "Southeast Texas Urban Integrated Field Lab",
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    "title": "Southeast Texas Urban Integrated Field Lab",
            
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    "type": "organization"
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    "type": "organization"
            
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  },
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      "name": "Model Data Village",
            
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  "state": "draft",
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  "state": "draft",
            
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  "tags": [
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  "tags": [
            
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    {
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    {
            
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      "display_name": "Basin Inundation Fraction",
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      "display_name": "Basin Inundation Fraction",
            
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    {
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      "display_name": "Flood Frequency Analysis",
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      "display_name": "Flood Frequency Analysis",
            
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      "name": "Flood Frequency Analysis",
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      "display_name": "Flood Hazard",
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      "name": "Flood Hazard",
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      "display_name": "Integrated Surface-Subsurface hydrological 
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Model",
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Model",
            
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      "name": "Integrated Surface-Subsurface hydrological Model",
            
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      "display_name": "Peak Flows",
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      "display_name": "Peak Flows",
            
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      "name": "Peak Flows",
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      "name": "Peak Flows",
            
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      "display_name": "Population Flood Exposure",
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      "display_name": "Population Flood Exposure",
            
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      "name": "Population Flood Exposure",
            
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    {
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      "display_name": "Process-based Hydrological Simulations",
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      "display_name": "Process-based Hydrological Simulations",
            
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      "id": "96085ecb-7999-48de-9c56-c741838f9590",
            
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      "name": "Process-based Hydrological Simulations",
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      "name": "Process-based Hydrological Simulations",
            
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    },
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      "display_name": "Stochastic Storm Transposition",
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      "display_name": "Stochastic Storm Transposition",
            
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      "id": "fe16344d-bfbb-4077-aa96-7ae88a5ef42a",
            
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      "name": "Stochastic Storm Transposition",
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      "name": "Stochastic Storm Transposition",
            
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    }
            
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  ],
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  ],
            
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  "title": "Model data for Flood Frequency Analysis",
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  "title": "Model data for Flood Frequency Analysis",
            
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  "type": "dataset",
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  "type": "dataset",
            
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  "url": 
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  "url": 
            
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"https://data.ess-dive.lbl.gov/view/doi%3A10.15485%2F2324641",
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"https://data.ess-dive.lbl.gov/view/doi%3A10.15485%2F2324641",
            
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  "version": ""
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  "version": ""
            
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}
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}