Changes
On September 16, 2022 at 11:39:55 AM +1000, Lane Cove Municipal Council:
-
Added resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 007 to Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Added resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 004 to Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Added resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 005 to Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Added resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 001 to Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Added resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 009 to Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Added resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 003 to Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Added resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 008 to Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Added resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 010 to Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Added resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 006 to Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Added resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 002 to Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Deleted resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 007 from Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Deleted resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 005 from Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Deleted resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 010 from Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Deleted resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 006 from Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Deleted resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 004 from Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Deleted resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 003 from Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Deleted resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 002 from Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Deleted resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 008 from Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Deleted resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 001 from Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
-
Deleted resource Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW) - 009 from Lower Macleay Flood Study - Hydraulic Model Outputs (TUFLOW)
f | 1 | { | f | 1 | { |
2 | "author": "Kempsey Shire Council", | 2 | "author": "Kempsey Shire Council", | ||
3 | "author_email": null, | 3 | "author_email": null, | ||
4 | "contact_info": "False", | 4 | "contact_info": "False", | ||
5 | "contact_point": "ksc@kempsey.nsw.gov.au", | 5 | "contact_point": "ksc@kempsey.nsw.gov.au", | ||
6 | "creator_user_id": "4709c2ae-f4fb-4ac9-9b4c-a53c668db28a", | 6 | "creator_user_id": "4709c2ae-f4fb-4ac9-9b4c-a53c668db28a", | ||
7 | "data_state": "inactive", | 7 | "data_state": "inactive", | ||
8 | "extras": [ | 8 | "extras": [ | ||
9 | { | 9 | { | ||
10 | "key": "fdp_type", | 10 | "key": "fdp_type", | ||
11 | "value": "related-dataset" | 11 | "value": "related-dataset" | ||
12 | }, | 12 | }, | ||
13 | { | 13 | { | ||
14 | "key": "harvest_portal", | 14 | "key": "harvest_portal", | ||
15 | "value": "Flood Data Portal" | 15 | "value": "Flood Data Portal" | ||
16 | }, | 16 | }, | ||
17 | { | 17 | { | ||
18 | "key": "harvest_url", | 18 | "key": "harvest_url", | ||
19 | "value": | 19 | "value": | ||
20 | ated-dataset/lower-macleay-flood-study-hydraulic-model-outputs-tuflow" | 20 | ated-dataset/lower-macleay-flood-study-hydraulic-model-outputs-tuflow" | ||
21 | } | 21 | } | ||
22 | ], | 22 | ], | ||
23 | "groups": [ | 23 | "groups": [ | ||
24 | { | 24 | { | ||
25 | "description": "The function of [land and resource | 25 | "description": "The function of [land and resource | ||
26 | management](http://search.records.nsw.gov.au/functions/10) includes | 26 | management](http://search.records.nsw.gov.au/functions/10) includes | ||
27 | the administration of crown land and the process of alienation, | 27 | the administration of crown land and the process of alienation, | ||
28 | including surveying, mapping, and the preparation of leases and | 28 | including surveying, mapping, and the preparation of leases and | ||
29 | titles. The function also includes the zoning of land for a variety of | 29 | titles. The function also includes the zoning of land for a variety of | ||
30 | purposes (residential, commercial, agricultural, mining, native title, | 30 | purposes (residential, commercial, agricultural, mining, native title, | ||
31 | parks and gardens, etc.) and the siting of major projects such as the | 31 | parks and gardens, etc.) and the siting of major projects such as the | ||
32 | Darling Harbour Authority. \r\n\r\nThe term also covers the management | 32 | Darling Harbour Authority. \r\n\r\nThe term also covers the management | ||
33 | of resources such as water, soil and forests with the aim of ensuring | 33 | of resources such as water, soil and forests with the aim of ensuring | ||
34 | that exploitation and use are balanced by policies and practices aimed | 34 | that exploitation and use are balanced by policies and practices aimed | ||
35 | at sustaining and preserving the resource for future generations.", | 35 | at sustaining and preserving the resource for future generations.", | ||
36 | "display_name": "Land and Resource Management", | 36 | "display_name": "Land and Resource Management", | ||
37 | "id": "a160173c-b6d2-4696-9da9-3d3f71242672", | 37 | "id": "a160173c-b6d2-4696-9da9-3d3f71242672", | ||
38 | "image_display_url": "", | 38 | "image_display_url": "", | ||
39 | "name": "land-and-resource-management", | 39 | "name": "land-and-resource-management", | ||
40 | "title": "Land and Resource Management" | 40 | "title": "Land and Resource Management" | ||
41 | } | 41 | } | ||
42 | ], | 42 | ], | ||
43 | "id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | 43 | "id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | ||
44 | "isopen": false, | 44 | "isopen": false, | ||
45 | "jurisdiction": "New South Wales Government", | 45 | "jurisdiction": "New South Wales Government", | ||
46 | "license_id": "lsba", | 46 | "license_id": "lsba", | ||
47 | "license_title": "Licence Specified by Agency", | 47 | "license_title": "Licence Specified by Agency", | ||
48 | "likes": 0, | 48 | "likes": 0, | ||
49 | "maintainer": null, | 49 | "maintainer": null, | ||
50 | "maintainer_email": null, | 50 | "maintainer_email": null, | ||
51 | "metadata_created": "2022-02-02T22:50:42.760977", | 51 | "metadata_created": "2022-02-02T22:50:42.760977", | ||
n | 52 | "metadata_modified": "2022-03-01T16:08:32.623636", | n | 52 | "metadata_modified": "2022-09-16T01:39:55.185411", |
53 | "name": | 53 | "name": | ||
54 | "fdp-lower-macleay-flood-study-hydraulic-model-outputs-tuflow", | 54 | "fdp-lower-macleay-flood-study-hydraulic-model-outputs-tuflow", | ||
55 | "notes": "Hydraulic Model Outputs (TUFLOW)", | 55 | "notes": "Hydraulic Model Outputs (TUFLOW)", | ||
56 | "num_resources": 10, | 56 | "num_resources": 10, | ||
57 | "num_tags": 14, | 57 | "num_tags": 14, | ||
58 | "organization": { | 58 | "organization": { | ||
59 | "approval_status": "approved", | 59 | "approval_status": "approved", | ||
60 | "created": "2021-03-11T11:15:46.692974", | 60 | "created": "2021-03-11T11:15:46.692974", | ||
61 | "description": "Kempsey Shire in northern NSW is in the Macleay | 61 | "description": "Kempsey Shire in northern NSW is in the Macleay | ||
62 | River valley and has a population of 28,000 and area 3,381 sq. | 62 | River valley and has a population of 28,000 and area 3,381 sq. | ||
63 | kilometres\r\n\r\nhttp://www.kempsey.nsw.gov.au/index.html\r\n\r\nThe | 63 | kilometres\r\n\r\nhttp://www.kempsey.nsw.gov.au/index.html\r\n\r\nThe | ||
64 | NSW Government has brought in wide-ranging reforms to ensure the | 64 | NSW Government has brought in wide-ranging reforms to ensure the | ||
65 | long-term health and sustainability of our waterways. The Macleay | 65 | long-term health and sustainability of our waterways. The Macleay | ||
66 | River Floodplain Project (MRFP) is an initiative of council to improve | 66 | River Floodplain Project (MRFP) is an initiative of council to improve | ||
67 | the environment. It is a partnership between government, community and | 67 | the environment. It is a partnership between government, community and | ||
68 | industry to find common ground and improved outcomes for coastal | 68 | industry to find common ground and improved outcomes for coastal | ||
69 | floodplain management. \r\n\r\nThe MRFP is a positive development and | 69 | floodplain management. \r\n\r\nThe MRFP is a positive development and | ||
70 | an exciting move towards improving the environmental problems | 70 | an exciting move towards improving the environmental problems | ||
71 | associated with the Lower Macleay Floodplain. \r\n\r\nThe Macleay | 71 | associated with the Lower Macleay Floodplain. \r\n\r\nThe Macleay | ||
72 | Valley consists of approximately 11,500 km\u00b2 of catchment above | 72 | Valley consists of approximately 11,500 km\u00b2 of catchment above | ||
73 | Kempsey and almost 400km\u00b2 of floodplain below Kempsey. The | 73 | Kempsey and almost 400km\u00b2 of floodplain below Kempsey. The | ||
74 | objective of the MRFP is to establish a consensus approach to | 74 | objective of the MRFP is to establish a consensus approach to | ||
75 | improving the overall environmental condition and water quality of the | 75 | improving the overall environmental condition and water quality of the | ||
76 | Macleay River floodplain. This will be achieved by establishing | 76 | Macleay River floodplain. This will be achieved by establishing | ||
77 | landholder management groups and the development of individual area | 77 | landholder management groups and the development of individual area | ||
78 | management plans.\r\n", | 78 | management plans.\r\n", | ||
79 | "id": "721da318-8444-4fb1-a7f0-390c120c9a4e", | 79 | "id": "721da318-8444-4fb1-a7f0-390c120c9a4e", | ||
80 | "image_url": "2021-03-22-062755.534954Kempsey.png", | 80 | "image_url": "2021-03-22-062755.534954Kempsey.png", | ||
81 | "is_organization": true, | 81 | "is_organization": true, | ||
82 | "name": "kempsey-shire-council", | 82 | "name": "kempsey-shire-council", | ||
83 | "state": "active", | 83 | "state": "active", | ||
84 | "title": "Kempsey Shire Council", | 84 | "title": "Kempsey Shire Council", | ||
85 | "type": "organization" | 85 | "type": "organization" | ||
86 | }, | 86 | }, | ||
87 | "owner_org": "721da318-8444-4fb1-a7f0-390c120c9a4e", | 87 | "owner_org": "721da318-8444-4fb1-a7f0-390c120c9a4e", | ||
88 | "private": false, | 88 | "private": false, | ||
89 | "relationships_as_object": [], | 89 | "relationships_as_object": [], | ||
90 | "relationships_as_subject": [], | 90 | "relationships_as_subject": [], | ||
91 | "resources": [ | 91 | "resources": [ | ||
92 | { | 92 | { | ||
93 | "cache_last_updated": null, | 93 | "cache_last_updated": null, | ||
94 | "cache_url": null, | 94 | "cache_url": null, | ||
n | 95 | "created": "2022-03-01T16:08:32.733375", | n | 95 | "created": "2022-09-16T01:39:55.434399", |
96 | "datastore_active": false, | 96 | "datastore_active": false, | ||
97 | "datastore_contains_all_records_of_source_file": false, | 97 | "datastore_contains_all_records_of_source_file": false, | ||
n | 98 | "format": "", | n | ||
99 | "hash": "", | 98 | "format": "", | ||
100 | "id": "fddad1a9-27a7-433e-95ec-e489299470c7", | 99 | "hash": "", | ||
100 | "id": "49fe1b81-2439-4ed9-a3a2-fd9592f57146", | ||||
101 | "last_modified": null, | 101 | "last_modified": null, | ||
n | 102 | "metadata_modified": "2022-03-01T16:08:32.630683", | n | 102 | "metadata_modified": "2022-09-16T01:39:55.203163", |
103 | "mimetype": null, | 103 | "mimetype": null, | ||
104 | "mimetype_inner": null, | 104 | "mimetype_inner": null, | ||
105 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | 105 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | ||
106 | (TUFLOW) - 001", | 106 | (TUFLOW) - 001", | ||
107 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | 107 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | ||
108 | "position": 0, | 108 | "position": 0, | ||
109 | "resource_type": null, | 109 | "resource_type": null, | ||
110 | "size": null, | 110 | "size": null, | ||
111 | "state": "active", | 111 | "state": "active", | ||
112 | "url": | 112 | "url": | ||
n | 113 | d07-9a9a-0e2e354a30fa/download/hydraulic-model-output-tuflow.zip.001", | n | 113 | 4d15-8bfd-ed490cd8e805/resource/98ad2e19-015d-4d07-9a9a-0e2e354a30fa", |
114 | "url_type": null | 114 | "url_type": null | ||
115 | }, | 115 | }, | ||
116 | { | 116 | { | ||
n | 117 | "cache_last_updated": null, | n | ||
118 | "cache_url": null, | 117 | "cache_last_updated": null, | ||
119 | "created": "2022-03-01T16:08:32.733380", | 118 | "cache_url": null, | ||
119 | "created": "2022-09-16T01:39:55.434407", | ||||
120 | "datastore_active": false, | 120 | "datastore_active": false, | ||
121 | "datastore_contains_all_records_of_source_file": false, | 121 | "datastore_contains_all_records_of_source_file": false, | ||
n | 122 | "format": "", | n | ||
123 | "hash": "", | 122 | "format": "", | ||
124 | "id": "e51a95ab-3de3-4899-b88f-9890bce51667", | 123 | "hash": "", | ||
124 | "id": "32b73c27-80ff-49a8-9bd4-3aff9e2c3a7b", | ||||
125 | "last_modified": null, | 125 | "last_modified": null, | ||
n | 126 | "metadata_modified": "2022-03-01T16:08:32.630869", | n | 126 | "metadata_modified": "2022-09-16T01:39:55.203379", |
127 | "mimetype": null, | 127 | "mimetype": null, | ||
128 | "mimetype_inner": null, | 128 | "mimetype_inner": null, | ||
129 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | 129 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | ||
130 | (TUFLOW) - 002", | 130 | (TUFLOW) - 002", | ||
131 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | 131 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | ||
132 | "position": 1, | 132 | "position": 1, | ||
133 | "resource_type": null, | 133 | "resource_type": null, | ||
134 | "size": null, | 134 | "size": null, | ||
135 | "state": "active", | 135 | "state": "active", | ||
136 | "url": | 136 | "url": | ||
n | 137 | 15d-b31e-710ff2fed296/download/hydraulic-model-output-tuflow.zip.002", | n | 137 | 4d15-8bfd-ed490cd8e805/resource/5b2fef41-8f56-415d-b31e-710ff2fed296", |
138 | "url_type": null | 138 | "url_type": null | ||
139 | }, | 139 | }, | ||
140 | { | 140 | { | ||
n | 141 | "cache_last_updated": null, | n | ||
142 | "cache_url": null, | 141 | "cache_last_updated": null, | ||
143 | "created": "2022-03-01T16:08:32.733382", | 142 | "cache_url": null, | ||
143 | "created": "2022-09-16T01:39:55.434410", | ||||
144 | "datastore_active": false, | 144 | "datastore_active": false, | ||
145 | "datastore_contains_all_records_of_source_file": false, | 145 | "datastore_contains_all_records_of_source_file": false, | ||
n | 146 | "format": "", | n | ||
147 | "hash": "", | 146 | "format": "", | ||
148 | "id": "a6e84aa3-bcda-4130-bf36-7f9cedb3b914", | 147 | "hash": "", | ||
148 | "id": "e737919b-422d-47cb-a0d0-8cdd60ad7d77", | ||||
149 | "last_modified": null, | 149 | "last_modified": null, | ||
n | 150 | "metadata_modified": "2022-03-01T16:08:32.631034", | n | 150 | "metadata_modified": "2022-09-16T01:39:55.203513", |
151 | "mimetype": null, | 151 | "mimetype": null, | ||
152 | "mimetype_inner": null, | 152 | "mimetype_inner": null, | ||
153 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | 153 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | ||
154 | (TUFLOW) - 003", | 154 | (TUFLOW) - 003", | ||
155 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | 155 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | ||
156 | "position": 2, | 156 | "position": 2, | ||
157 | "resource_type": null, | 157 | "resource_type": null, | ||
158 | "size": null, | 158 | "size": null, | ||
159 | "state": "active", | 159 | "state": "active", | ||
160 | "url": | 160 | "url": | ||
n | 161 | f0d-8e9f-9aabca544e3c/download/hydraulic-model-output-tuflow.zip.003", | n | 161 | 4d15-8bfd-ed490cd8e805/resource/d9154483-bd4a-4f0d-8e9f-9aabca544e3c", |
162 | "url_type": null | 162 | "url_type": null | ||
163 | }, | 163 | }, | ||
164 | { | 164 | { | ||
n | 165 | "cache_last_updated": null, | n | ||
166 | "cache_url": null, | 165 | "cache_last_updated": null, | ||
167 | "created": "2022-03-01T16:08:32.733384", | 166 | "cache_url": null, | ||
167 | "created": "2022-09-16T01:39:55.434412", | ||||
168 | "datastore_active": false, | 168 | "datastore_active": false, | ||
169 | "datastore_contains_all_records_of_source_file": false, | 169 | "datastore_contains_all_records_of_source_file": false, | ||
n | 170 | "format": "", | n | ||
171 | "hash": "", | 170 | "format": "", | ||
172 | "id": "448e748d-eddb-4190-9bca-bcf568a7300e", | 171 | "hash": "", | ||
172 | "id": "d18b93dd-009d-4b23-9618-c5d7db38f684", | ||||
173 | "last_modified": null, | 173 | "last_modified": null, | ||
n | 174 | "metadata_modified": "2022-03-01T16:08:32.631154", | n | 174 | "metadata_modified": "2022-09-16T01:39:55.203641", |
175 | "mimetype": null, | 175 | "mimetype": null, | ||
176 | "mimetype_inner": null, | 176 | "mimetype_inner": null, | ||
177 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | 177 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | ||
178 | (TUFLOW) - 004", | 178 | (TUFLOW) - 004", | ||
179 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | 179 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | ||
180 | "position": 3, | 180 | "position": 3, | ||
181 | "resource_type": null, | 181 | "resource_type": null, | ||
182 | "size": null, | 182 | "size": null, | ||
183 | "state": "active", | 183 | "state": "active", | ||
184 | "url": | 184 | "url": | ||
n | 185 | 8b6-84de-c1ccaaa11160/download/hydraulic-model-output-tuflow.zip.004", | n | 185 | 4d15-8bfd-ed490cd8e805/resource/5f02b633-9a56-48b6-84de-c1ccaaa11160", |
186 | "url_type": null | 186 | "url_type": null | ||
187 | }, | 187 | }, | ||
188 | { | 188 | { | ||
n | 189 | "cache_last_updated": null, | n | ||
190 | "cache_url": null, | 189 | "cache_last_updated": null, | ||
191 | "created": "2022-03-01T16:08:32.733386", | 190 | "cache_url": null, | ||
191 | "created": "2022-09-16T01:39:55.434415", | ||||
192 | "datastore_active": false, | 192 | "datastore_active": false, | ||
193 | "datastore_contains_all_records_of_source_file": false, | 193 | "datastore_contains_all_records_of_source_file": false, | ||
n | 194 | "format": "", | n | ||
195 | "hash": "", | 194 | "format": "", | ||
196 | "id": "6a2fe44f-8a93-4cbb-ba9a-3b295df1eb4a", | 195 | "hash": "", | ||
196 | "id": "a400ae0a-0076-47eb-b750-ef4b5ec9abb1", | ||||
197 | "last_modified": null, | 197 | "last_modified": null, | ||
n | 198 | "metadata_modified": "2022-03-01T16:08:32.631271", | n | 198 | "metadata_modified": "2022-09-16T01:39:55.203769", |
199 | "mimetype": null, | 199 | "mimetype": null, | ||
200 | "mimetype_inner": null, | 200 | "mimetype_inner": null, | ||
201 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | 201 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | ||
202 | (TUFLOW) - 005", | 202 | (TUFLOW) - 005", | ||
203 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | 203 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | ||
204 | "position": 4, | 204 | "position": 4, | ||
205 | "resource_type": null, | 205 | "resource_type": null, | ||
206 | "size": null, | 206 | "size": null, | ||
207 | "state": "active", | 207 | "state": "active", | ||
208 | "url": | 208 | "url": | ||
n | 209 | fb5-b97a-f59e1ac39f54/download/hydraulic-model-output-tuflow.zip.005", | n | 209 | 4d15-8bfd-ed490cd8e805/resource/bb3c5731-809a-4fb5-b97a-f59e1ac39f54", |
210 | "url_type": null | 210 | "url_type": null | ||
211 | }, | 211 | }, | ||
212 | { | 212 | { | ||
n | 213 | "cache_last_updated": null, | n | ||
214 | "cache_url": null, | 213 | "cache_last_updated": null, | ||
215 | "created": "2022-03-01T16:08:32.733387", | 214 | "cache_url": null, | ||
215 | "created": "2022-09-16T01:39:55.434417", | ||||
216 | "datastore_active": false, | 216 | "datastore_active": false, | ||
217 | "datastore_contains_all_records_of_source_file": false, | 217 | "datastore_contains_all_records_of_source_file": false, | ||
n | 218 | "format": "", | n | ||
219 | "hash": "", | 218 | "format": "", | ||
220 | "id": "4ced8ac4-9fae-4441-bff5-389dcb9333d0", | 219 | "hash": "", | ||
220 | "id": "0709f8b4-ea06-46a7-aa8e-bd3a9c4641ef", | ||||
221 | "last_modified": null, | 221 | "last_modified": null, | ||
n | 222 | "metadata_modified": "2022-03-01T16:08:32.631404", | n | 222 | "metadata_modified": "2022-09-16T01:39:55.206020", |
223 | "mimetype": null, | 223 | "mimetype": null, | ||
224 | "mimetype_inner": null, | 224 | "mimetype_inner": null, | ||
225 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | 225 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | ||
226 | (TUFLOW) - 006", | 226 | (TUFLOW) - 006", | ||
227 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | 227 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | ||
228 | "position": 5, | 228 | "position": 5, | ||
229 | "resource_type": null, | 229 | "resource_type": null, | ||
230 | "size": null, | 230 | "size": null, | ||
231 | "state": "active", | 231 | "state": "active", | ||
232 | "url": | 232 | "url": | ||
n | 233 | ff6-9167-72e9f2e836f6/download/hydraulic-model-output-tuflow.zip.006", | n | 233 | 4d15-8bfd-ed490cd8e805/resource/193b328a-5872-4ff6-9167-72e9f2e836f6", |
234 | "url_type": null | 234 | "url_type": null | ||
235 | }, | 235 | }, | ||
236 | { | 236 | { | ||
n | 237 | "cache_last_updated": null, | n | ||
238 | "cache_url": null, | 237 | "cache_last_updated": null, | ||
239 | "created": "2022-03-01T16:08:32.733389", | 238 | "cache_url": null, | ||
239 | "created": "2022-09-16T01:39:55.434420", | ||||
240 | "datastore_active": false, | 240 | "datastore_active": false, | ||
241 | "datastore_contains_all_records_of_source_file": false, | 241 | "datastore_contains_all_records_of_source_file": false, | ||
n | 242 | "format": "", | n | ||
243 | "hash": "", | 242 | "format": "", | ||
244 | "id": "7c8c8757-2018-460f-804e-d1ebd63418dd", | 243 | "hash": "", | ||
244 | "id": "0bee328f-b9b3-4b72-9964-59bcee21bf82", | ||||
245 | "last_modified": null, | 245 | "last_modified": null, | ||
n | 246 | "metadata_modified": "2022-03-01T16:08:32.631522", | n | 246 | "metadata_modified": "2022-09-16T01:39:55.206302", |
247 | "mimetype": null, | 247 | "mimetype": null, | ||
248 | "mimetype_inner": null, | 248 | "mimetype_inner": null, | ||
249 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | 249 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | ||
250 | (TUFLOW) - 007", | 250 | (TUFLOW) - 007", | ||
251 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | 251 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | ||
252 | "position": 6, | 252 | "position": 6, | ||
253 | "resource_type": null, | 253 | "resource_type": null, | ||
254 | "size": null, | 254 | "size": null, | ||
255 | "state": "active", | 255 | "state": "active", | ||
256 | "url": | 256 | "url": | ||
n | 257 | f38-8584-0c81ec9bf25d/download/hydraulic-model-output-tuflow.zip.007", | n | 257 | 4d15-8bfd-ed490cd8e805/resource/9de32c19-6a83-4f38-8584-0c81ec9bf25d", |
258 | "url_type": null | 258 | "url_type": null | ||
259 | }, | 259 | }, | ||
260 | { | 260 | { | ||
n | 261 | "cache_last_updated": null, | n | ||
262 | "cache_url": null, | 261 | "cache_last_updated": null, | ||
263 | "created": "2022-03-01T16:08:32.733391", | 262 | "cache_url": null, | ||
263 | "created": "2022-09-16T01:39:55.434422", | ||||
264 | "datastore_active": false, | 264 | "datastore_active": false, | ||
265 | "datastore_contains_all_records_of_source_file": false, | 265 | "datastore_contains_all_records_of_source_file": false, | ||
n | 266 | "format": "", | n | ||
267 | "hash": "", | 266 | "format": "", | ||
268 | "id": "b9dccf67-495f-45ab-8753-cbf84f25ad8a", | 267 | "hash": "", | ||
268 | "id": "56c118f6-b500-42f1-b24d-7218be94cc32", | ||||
269 | "last_modified": null, | 269 | "last_modified": null, | ||
n | 270 | "metadata_modified": "2022-03-01T16:08:32.631656", | n | 270 | "metadata_modified": "2022-09-16T01:39:55.208149", |
271 | "mimetype": null, | 271 | "mimetype": null, | ||
272 | "mimetype_inner": null, | 272 | "mimetype_inner": null, | ||
273 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | 273 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | ||
274 | (TUFLOW) - 008", | 274 | (TUFLOW) - 008", | ||
275 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | 275 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | ||
276 | "position": 7, | 276 | "position": 7, | ||
277 | "resource_type": null, | 277 | "resource_type": null, | ||
278 | "size": null, | 278 | "size": null, | ||
279 | "state": "active", | 279 | "state": "active", | ||
280 | "url": | 280 | "url": | ||
n | 281 | 62d-8a43-02e8cc6bd439/download/hydraulic-model-output-tuflow.zip.008", | n | 281 | 4d15-8bfd-ed490cd8e805/resource/d06e08f7-72c3-462d-8a43-02e8cc6bd439", |
282 | "url_type": null | 282 | "url_type": null | ||
283 | }, | 283 | }, | ||
284 | { | 284 | { | ||
n | 285 | "cache_last_updated": null, | n | ||
286 | "cache_url": null, | 285 | "cache_last_updated": null, | ||
287 | "created": "2022-03-01T16:08:32.733392", | 286 | "cache_url": null, | ||
287 | "created": "2022-09-16T01:39:55.434425", | ||||
288 | "datastore_active": false, | 288 | "datastore_active": false, | ||
289 | "datastore_contains_all_records_of_source_file": false, | 289 | "datastore_contains_all_records_of_source_file": false, | ||
n | 290 | "format": "", | n | ||
291 | "hash": "", | 290 | "format": "", | ||
292 | "id": "20264ade-eb33-4d05-9f14-8fd1d842e201", | 291 | "hash": "", | ||
292 | "id": "b30cf7a4-423a-444a-88a6-7896bca3ca2a", | ||||
293 | "last_modified": null, | 293 | "last_modified": null, | ||
n | 294 | "metadata_modified": "2022-03-01T16:08:32.631774", | n | 294 | "metadata_modified": "2022-09-16T01:39:55.208377", |
295 | "mimetype": null, | 295 | "mimetype": null, | ||
296 | "mimetype_inner": null, | 296 | "mimetype_inner": null, | ||
297 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | 297 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | ||
298 | (TUFLOW) - 009", | 298 | (TUFLOW) - 009", | ||
299 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | 299 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | ||
300 | "position": 8, | 300 | "position": 8, | ||
301 | "resource_type": null, | 301 | "resource_type": null, | ||
302 | "size": null, | 302 | "size": null, | ||
303 | "state": "active", | 303 | "state": "active", | ||
304 | "url": | 304 | "url": | ||
n | 305 | 033-ad45-eb7e400cc931/download/hydraulic-model-output-tuflow.zip.009", | n | 305 | 4d15-8bfd-ed490cd8e805/resource/3e3b4ad6-44fa-4033-ad45-eb7e400cc931", |
306 | "url_type": null | 306 | "url_type": null | ||
307 | }, | 307 | }, | ||
308 | { | 308 | { | ||
n | 309 | "cache_last_updated": null, | n | ||
310 | "cache_url": null, | 309 | "cache_last_updated": null, | ||
311 | "created": "2022-03-01T16:08:32.733394", | 310 | "cache_url": null, | ||
311 | "created": "2022-09-16T01:39:55.434427", | ||||
312 | "datastore_active": false, | 312 | "datastore_active": false, | ||
313 | "datastore_contains_all_records_of_source_file": false, | 313 | "datastore_contains_all_records_of_source_file": false, | ||
n | 314 | "format": "", | n | ||
315 | "hash": "", | 314 | "format": "", | ||
316 | "id": "706893f8-23a3-400d-97c7-51e971b35e65", | 315 | "hash": "", | ||
316 | "id": "9bffd260-81a8-41c6-8aa3-1998162ab82f", | ||||
317 | "last_modified": null, | 317 | "last_modified": null, | ||
n | 318 | "metadata_modified": "2022-03-01T16:08:32.631921", | n | 318 | "metadata_modified": "2022-09-16T01:39:55.208513", |
319 | "mimetype": null, | 319 | "mimetype": null, | ||
320 | "mimetype_inner": null, | 320 | "mimetype_inner": null, | ||
321 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | 321 | "name": "Lower Macleay Flood Study - Hydraulic Model Outputs | ||
322 | (TUFLOW) - 010", | 322 | (TUFLOW) - 010", | ||
323 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | 323 | "package_id": "c5fb09cb-5d19-4cfc-88af-e1934bba52cd", | ||
324 | "position": 9, | 324 | "position": 9, | ||
325 | "resource_type": null, | 325 | "resource_type": null, | ||
326 | "size": null, | 326 | "size": null, | ||
327 | "state": "active", | 327 | "state": "active", | ||
328 | "url": | 328 | "url": | ||
t | 329 | 165-9304-a97fd06b0065/download/hydraulic-model-output-tuflow.zip.010", | t | 329 | 4d15-8bfd-ed490cd8e805/resource/7797335c-b270-4165-9304-a97fd06b0065", |
330 | "url_type": null | 330 | "url_type": null | ||
331 | } | 331 | } | ||
332 | ], | 332 | ], | ||
333 | "spatial": "{\r\n \"type\": \"Polygon\",\r\n \"coordinates\": [\r\n | 333 | "spatial": "{\r\n \"type\": \"Polygon\",\r\n \"coordinates\": [\r\n | ||
334 | [\r\n [\r\n 152.7484130859375,\r\n -31.118794395989504\r\n | 334 | [\r\n [\r\n 152.7484130859375,\r\n -31.118794395989504\r\n | ||
335 | ],\r\n [\r\n 152.7484130859375,\r\n -30.83385628265907\r\n | 335 | ],\r\n [\r\n 152.7484130859375,\r\n -30.83385628265907\r\n | ||
336 | ],\r\n [\r\n 153.10546875,\r\n -30.83385628265907\r\n ],\r\n | 336 | ],\r\n [\r\n 153.10546875,\r\n -30.83385628265907\r\n ],\r\n | ||
337 | [\r\n 153.10546875,\r\n -31.118794395989504\r\n ],\r\n [\r\n | 337 | [\r\n 153.10546875,\r\n -31.118794395989504\r\n ],\r\n [\r\n | ||
338 | 152.7484130859375,\r\n -31.118794395989504\r\n ]\r\n ]\r\n | 338 | 152.7484130859375,\r\n -31.118794395989504\r\n ]\r\n ]\r\n | ||
339 | ]\r\n}", | 339 | ]\r\n}", | ||
340 | "spatial_coverage": "New South Wales (NSW81093)", | 340 | "spatial_coverage": "New South Wales (NSW81093)", | ||
341 | "state": "active", | 341 | "state": "active", | ||
342 | "tags": [ | 342 | "tags": [ | ||
343 | { | 343 | { | ||
344 | "display_name": "Belmore River", | 344 | "display_name": "Belmore River", | ||
345 | "id": "d8f02edf-626d-4592-94fb-8f8d63d9e015", | 345 | "id": "d8f02edf-626d-4592-94fb-8f8d63d9e015", | ||
346 | "name": "Belmore River", | 346 | "name": "Belmore River", | ||
347 | "state": "active", | 347 | "state": "active", | ||
348 | "vocabulary_id": null | 348 | "vocabulary_id": null | ||
349 | }, | 349 | }, | ||
350 | { | 350 | { | ||
351 | "display_name": "Christmas Creek", | 351 | "display_name": "Christmas Creek", | ||
352 | "id": "67609b75-6974-4b19-9fa0-5f1eb0771854", | 352 | "id": "67609b75-6974-4b19-9fa0-5f1eb0771854", | ||
353 | "name": "Christmas Creek", | 353 | "name": "Christmas Creek", | ||
354 | "state": "active", | 354 | "state": "active", | ||
355 | "vocabulary_id": null | 355 | "vocabulary_id": null | ||
356 | }, | 356 | }, | ||
357 | { | 357 | { | ||
358 | "display_name": "Clybucca Creek", | 358 | "display_name": "Clybucca Creek", | ||
359 | "id": "614f0a45-565d-4880-8c7d-a56f3384cb2c", | 359 | "id": "614f0a45-565d-4880-8c7d-a56f3384cb2c", | ||
360 | "name": "Clybucca Creek", | 360 | "name": "Clybucca Creek", | ||
361 | "state": "active", | 361 | "state": "active", | ||
362 | "vocabulary_id": null | 362 | "vocabulary_id": null | ||
363 | }, | 363 | }, | ||
364 | { | 364 | { | ||
365 | "display_name": "Collombatti Creek", | 365 | "display_name": "Collombatti Creek", | ||
366 | "id": "85e345cc-5131-4115-84bf-a643729556d7", | 366 | "id": "85e345cc-5131-4115-84bf-a643729556d7", | ||
367 | "name": "Collombatti Creek", | 367 | "name": "Collombatti Creek", | ||
368 | "state": "active", | 368 | "state": "active", | ||
369 | "vocabulary_id": null | 369 | "vocabulary_id": null | ||
370 | }, | 370 | }, | ||
371 | { | 371 | { | ||
372 | "display_name": "Crescent Head", | 372 | "display_name": "Crescent Head", | ||
373 | "id": "d4dae7f6-9772-438a-9e1b-0210cafac462", | 373 | "id": "d4dae7f6-9772-438a-9e1b-0210cafac462", | ||
374 | "name": "Crescent Head", | 374 | "name": "Crescent Head", | ||
375 | "state": "active", | 375 | "state": "active", | ||
376 | "vocabulary_id": null | 376 | "vocabulary_id": null | ||
377 | }, | 377 | }, | ||
378 | { | 378 | { | ||
379 | "display_name": "Hastings River", | 379 | "display_name": "Hastings River", | ||
380 | "id": "1581bd0e-d86d-463a-8f4d-6d9fe3c130e1", | 380 | "id": "1581bd0e-d86d-463a-8f4d-6d9fe3c130e1", | ||
381 | "name": "Hastings River", | 381 | "name": "Hastings River", | ||
382 | "state": "active", | 382 | "state": "active", | ||
383 | "vocabulary_id": null | 383 | "vocabulary_id": null | ||
384 | }, | 384 | }, | ||
385 | { | 385 | { | ||
386 | "display_name": "Hat Head", | 386 | "display_name": "Hat Head", | ||
387 | "id": "45d65759-5126-4c18-b2c9-c74b70f6ddef", | 387 | "id": "45d65759-5126-4c18-b2c9-c74b70f6ddef", | ||
388 | "name": "Hat Head", | 388 | "name": "Hat Head", | ||
389 | "state": "active", | 389 | "state": "active", | ||
390 | "vocabulary_id": null | 390 | "vocabulary_id": null | ||
391 | }, | 391 | }, | ||
392 | { | 392 | { | ||
393 | "display_name": "Kinchela Creek", | 393 | "display_name": "Kinchela Creek", | ||
394 | "id": "0e5615bf-5067-4615-b636-7c81e4406f57", | 394 | "id": "0e5615bf-5067-4615-b636-7c81e4406f57", | ||
395 | "name": "Kinchela Creek", | 395 | "name": "Kinchela Creek", | ||
396 | "state": "active", | 396 | "state": "active", | ||
397 | "vocabulary_id": null | 397 | "vocabulary_id": null | ||
398 | }, | 398 | }, | ||
399 | { | 399 | { | ||
400 | "display_name": "Lower Macleay River", | 400 | "display_name": "Lower Macleay River", | ||
401 | "id": "566cd2bd-4ee7-4118-9860-4d9d106c9b3e", | 401 | "id": "566cd2bd-4ee7-4118-9860-4d9d106c9b3e", | ||
402 | "name": "Lower Macleay River", | 402 | "name": "Lower Macleay River", | ||
403 | "state": "active", | 403 | "state": "active", | ||
404 | "vocabulary_id": null | 404 | "vocabulary_id": null | ||
405 | }, | 405 | }, | ||
406 | { | 406 | { | ||
407 | "display_name": "Macleay Arm", | 407 | "display_name": "Macleay Arm", | ||
408 | "id": "23a10d4c-21a1-4621-85d4-f50830d8891f", | 408 | "id": "23a10d4c-21a1-4621-85d4-f50830d8891f", | ||
409 | "name": "Macleay Arm", | 409 | "name": "Macleay Arm", | ||
410 | "state": "active", | 410 | "state": "active", | ||
411 | "vocabulary_id": null | 411 | "vocabulary_id": null | ||
412 | }, | 412 | }, | ||
413 | { | 413 | { | ||
414 | "display_name": "Macleay River", | 414 | "display_name": "Macleay River", | ||
415 | "id": "6e189a8c-10e5-4a9a-88fe-74bbfb4937c0", | 415 | "id": "6e189a8c-10e5-4a9a-88fe-74bbfb4937c0", | ||
416 | "name": "Macleay River", | 416 | "name": "Macleay River", | ||
417 | "state": "active", | 417 | "state": "active", | ||
418 | "vocabulary_id": null | 418 | "vocabulary_id": null | ||
419 | }, | 419 | }, | ||
420 | { | 420 | { | ||
421 | "display_name": "Maria River", | 421 | "display_name": "Maria River", | ||
422 | "id": "73039597-be42-4faa-89ca-9afc98c3086e", | 422 | "id": "73039597-be42-4faa-89ca-9afc98c3086e", | ||
423 | "name": "Maria River", | 423 | "name": "Maria River", | ||
424 | "state": "active", | 424 | "state": "active", | ||
425 | "vocabulary_id": null | 425 | "vocabulary_id": null | ||
426 | }, | 426 | }, | ||
427 | { | 427 | { | ||
428 | "display_name": "Ryans Cut", | 428 | "display_name": "Ryans Cut", | ||
429 | "id": "b88e10ca-cce8-4262-b61a-e8fd9c5ff597", | 429 | "id": "b88e10ca-cce8-4262-b61a-e8fd9c5ff597", | ||
430 | "name": "Ryans Cut", | 430 | "name": "Ryans Cut", | ||
431 | "state": "active", | 431 | "state": "active", | ||
432 | "vocabulary_id": null | 432 | "vocabulary_id": null | ||
433 | }, | 433 | }, | ||
434 | { | 434 | { | ||
435 | "display_name": "South West Rocks", | 435 | "display_name": "South West Rocks", | ||
436 | "id": "023333f4-7548-4b02-8997-3f18eacbde11", | 436 | "id": "023333f4-7548-4b02-8997-3f18eacbde11", | ||
437 | "name": "South West Rocks", | 437 | "name": "South West Rocks", | ||
438 | "state": "active", | 438 | "state": "active", | ||
439 | "vocabulary_id": null | 439 | "vocabulary_id": null | ||
440 | } | 440 | } | ||
441 | ], | 441 | ], | ||
442 | "temporal_coverage_to": "2019-11-22 00:00:00", | 442 | "temporal_coverage_to": "2019-11-22 00:00:00", | ||
443 | "title": "Lower Macleay Flood Study - Hydraulic Model Outputs | 443 | "title": "Lower Macleay Flood Study - Hydraulic Model Outputs | ||
444 | (TUFLOW)", | 444 | (TUFLOW)", | ||
445 | "type": "dataset", | 445 | "type": "dataset", | ||
446 | "unpublished": "false", | 446 | "unpublished": "false", | ||
447 | "update_freq": "as_required", | 447 | "update_freq": "as_required", | ||
448 | "url": "", | 448 | "url": "", | ||
449 | "version": null | 449 | "version": null | ||
450 | } | 450 | } |