Changes
On March 7, 2025 at 3:16:50 PM UTC,
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Removed the following tags from Barton Springs Edwards Aquifer - Drain Package (DRN)
f | 1 | { | f | 1 | { |
2 | "author": "", | 2 | "author": "", | ||
3 | "author_email": "", | 3 | "author_email": "", | ||
4 | "creator_user_id": "e1e3625e-1139-442a-8210-6ab070bafad2", | 4 | "creator_user_id": "e1e3625e-1139-442a-8210-6ab070bafad2", | ||
5 | "extras": [ | 5 | "extras": [ | ||
6 | { | 6 | { | ||
7 | "key": "\"{ \"type\": \"Polygon\", \"coordinates\": [ [ | 7 | "key": "\"{ \"type\": \"Polygon\", \"coordinates\": [ [ | ||
8 | [-98.000000, 30.3000], [-97.525500, 30.3000], [-97.525500, | 8 | [-98.000000, 30.3000], [-97.525500, 30.3000], [-97.525500, | ||
9 | 30.1550], [-98.000000, 30.1550], [-98.000000, 30.3000] | 9 | 30.1550], [-98.000000, 30.1550], [-98.000000, 30.3000] | ||
10 | ] ] }\"", | 10 | ] ] }\"", | ||
11 | "value": "\"{ \"type\": \"Polygon\", \"coordinates\": [ | 11 | "value": "\"{ \"type\": \"Polygon\", \"coordinates\": [ | ||
12 | [ [-98.000000, 30.3000], [-97.525500, 30.3000], | 12 | [ [-98.000000, 30.3000], [-97.525500, 30.3000], | ||
13 | [-97.525500, 30.1550], [-98.000000, 30.1550], [-98.000000, | 13 | [-97.525500, 30.1550], [-98.000000, 30.1550], [-98.000000, | ||
14 | 30.3000] ] ] }\"" | 14 | 30.3000] ] ] }\"" | ||
15 | } | 15 | } | ||
16 | ], | 16 | ], | ||
n | 17 | "groups": [], | n | 17 | "groups": [ |
18 | { | ||||
19 | "description": "This dataset contains numerical simulation | ||||
20 | outputs from the MODFLOW-based groundwater availability model (GAM) | ||||
21 | for the Barton Springs segment of the Edwards Aquifer in Austin, | ||||
22 | Texas. It includes baseline, average, and user-customizable scenarios | ||||
23 | (M-B, M-A, and M-I) to assess the impact of drought conditions, water | ||||
24 | pumping, and recharge rates on groundwater resources. Key outputs | ||||
25 | include hydraulic head levels (hds), storage volumes (cbb), and | ||||
26 | pumping rates (cbb). The dataset was designed for use in groundwater | ||||
27 | management and planning by state agencies and stakeholders, focusing | ||||
28 | on sustainable water use under varying climatic and urban development | ||||
29 | conditions. The recharge zones and input configurations support | ||||
30 | analysis of drought impacts on water availability and ecosystem | ||||
31 | health.", | ||||
32 | "display_name": "Barton Springs Edwards Aquifer Groundwater | ||||
33 | Simulation Dataset", | ||||
34 | "id": "cf26c83e-3c18-434e-87e8-2e0da0fb0d8f", | ||||
35 | "image_display_url": "", | ||||
36 | "name": | ||||
37 | "barton-springs-edwards-aquifer-groundwater-simulation-dataset", | ||||
38 | "title": "Barton Springs Edwards Aquifer Groundwater Simulation | ||||
39 | Dataset" | ||||
40 | } | ||||
41 | ], | ||||
18 | "id": "0e8ad8f8-bb66-4d9a-9e4c-e9cbeca2f99d", | 42 | "id": "0e8ad8f8-bb66-4d9a-9e4c-e9cbeca2f99d", | ||
19 | "isopen": false, | 43 | "isopen": false, | ||
20 | "license_id": "", | 44 | "license_id": "", | ||
21 | "license_title": "", | 45 | "license_title": "", | ||
22 | "maintainer": "Suzanne Pierce", | 46 | "maintainer": "Suzanne Pierce", | ||
23 | "maintainer_email": "spierce@tacc.utexas.edu", | 47 | "maintainer_email": "spierce@tacc.utexas.edu", | ||
24 | "metadata_created": "2025-03-07T15:07:34.147080", | 48 | "metadata_created": "2025-03-07T15:07:34.147080", | ||
n | 25 | "metadata_modified": "2025-03-07T15:07:43.550206", | n | 49 | "metadata_modified": "2025-03-07T15:16:50.269505", |
26 | "name": "barton-springs-edwards-aquifer-drain-package-drn", | 50 | "name": "barton-springs-edwards-aquifer-drain-package-drn", | ||
27 | "notes": "Specifies drain features in the Barton Springs Edwards | 51 | "notes": "Specifies drain features in the Barton Springs Edwards | ||
28 | Aquifer model, including spring locations, drain elevations, and | 52 | Aquifer model, including spring locations, drain elevations, and | ||
29 | conductance values. This file simulates groundwater discharge points | 53 | conductance values. This file simulates groundwater discharge points | ||
30 | such as Barton Springs and other natural drainage features.", | 54 | such as Barton Springs and other natural drainage features.", | ||
31 | "num_resources": 1, | 55 | "num_resources": 1, | ||
n | 32 | "num_tags": 2, | n | 56 | "num_tags": 0, |
33 | "organization": { | 57 | "organization": { | ||
34 | "approval_status": "approved", | 58 | "approval_status": "approved", | ||
35 | "created": "2024-12-13T20:42:01.845712", | 59 | "created": "2024-12-13T20:42:01.845712", | ||
36 | "description": "Analysis and Model Integration MINT and | 60 | "description": "Analysis and Model Integration MINT and | ||
37 | Cookbooks", | 61 | Cookbooks", | ||
38 | "id": "c25380f6-8a3d-4e34-935e-230530e5091c", | 62 | "id": "c25380f6-8a3d-4e34-935e-230530e5091c", | ||
39 | "image_url": "2025-01-01-201704.120948tris4x.png", | 63 | "image_url": "2025-01-01-201704.120948tris4x.png", | ||
40 | "is_organization": true, | 64 | "is_organization": true, | ||
41 | "name": "dynamo", | 65 | "name": "dynamo", | ||
42 | "state": "active", | 66 | "state": "active", | ||
43 | "title": "DYNAMO", | 67 | "title": "DYNAMO", | ||
44 | "type": "organization" | 68 | "type": "organization" | ||
45 | }, | 69 | }, | ||
46 | "owner_org": "c25380f6-8a3d-4e34-935e-230530e5091c", | 70 | "owner_org": "c25380f6-8a3d-4e34-935e-230530e5091c", | ||
47 | "private": false, | 71 | "private": false, | ||
48 | "relationships_as_object": [], | 72 | "relationships_as_object": [], | ||
49 | "relationships_as_subject": [], | 73 | "relationships_as_subject": [], | ||
50 | "resources": [ | 74 | "resources": [ | ||
51 | { | 75 | { | ||
52 | "cache_last_updated": null, | 76 | "cache_last_updated": null, | ||
53 | "cache_url": null, | 77 | "cache_url": null, | ||
54 | "created": "2025-03-07T15:07:43.398581", | 78 | "created": "2025-03-07T15:07:43.398581", | ||
55 | "datastore_active": false, | 79 | "datastore_active": false, | ||
56 | "description": "", | 80 | "description": "", | ||
57 | "format": "", | 81 | "format": "", | ||
58 | "hash": "", | 82 | "hash": "", | ||
59 | "id": "5a3a05ca-955c-49b2-ab0a-aff73b433d6b", | 83 | "id": "5a3a05ca-955c-49b2-ab0a-aff73b433d6b", | ||
60 | "last_modified": null, | 84 | "last_modified": null, | ||
61 | "metadata_modified": "2025-03-07T15:07:43.555906", | 85 | "metadata_modified": "2025-03-07T15:07:43.555906", | ||
62 | "mimetype": null, | 86 | "mimetype": null, | ||
63 | "mimetype_inner": null, | 87 | "mimetype_inner": null, | ||
64 | "name": | 88 | "name": | ||
65 | ple-inputs-outputs/modflowInputs/BARTON_SPRINGS_2001_2010AVERAGE.drn", | 89 | ple-inputs-outputs/modflowInputs/BARTON_SPRINGS_2001_2010AVERAGE.drn", | ||
66 | "package_id": "0e8ad8f8-bb66-4d9a-9e4c-e9cbeca2f99d", | 90 | "package_id": "0e8ad8f8-bb66-4d9a-9e4c-e9cbeca2f99d", | ||
67 | "position": 0, | 91 | "position": 0, | ||
68 | "resource_type": null, | 92 | "resource_type": null, | ||
69 | "size": null, | 93 | "size": null, | ||
70 | "state": "active", | 94 | "state": "active", | ||
71 | "url": "", | 95 | "url": "", | ||
72 | "url_type": null | 96 | "url_type": null | ||
73 | } | 97 | } | ||
74 | ], | 98 | ], | ||
75 | "state": "active", | 99 | "state": "active", | ||
t | 76 | "tags": [ | t | 100 | "tags": [], |
77 | { | ||||
78 | "display_name": "stdvar.groundwater_drain__conductance", | ||||
79 | "id": "dec2d95a-a1ae-4499-91ca-ae5911e2fa13", | ||||
80 | "name": "stdvar.groundwater_drain__conductance", | ||||
81 | "state": "active", | ||||
82 | "vocabulary_id": null | ||||
83 | }, | ||||
84 | { | ||||
85 | "display_name": "stdvar.groundwater_drain__elevation", | ||||
86 | "id": "87d53ad1-bea6-4290-a5c9-918e7dc14680", | ||||
87 | "name": "stdvar.groundwater_drain__elevation", | ||||
88 | "state": "active", | ||||
89 | "vocabulary_id": null | ||||
90 | } | ||||
91 | ], | ||||
92 | "title": "Barton Springs Edwards Aquifer - Drain Package (DRN)", | 101 | "title": "Barton Springs Edwards Aquifer - Drain Package (DRN)", | ||
93 | "type": "dataset", | 102 | "type": "dataset", | ||
94 | "url": "", | 103 | "url": "", | ||
95 | "version": "" | 104 | "version": "" | ||
96 | } | 105 | } |