Changes
On September 16, 2022 at 2:06:39 PM +1000, Lane Cove Municipal Council:
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Added resource Macquarie Park - Floodplain Risk Management Study & Plan - Flood Study Report to Macquarie Park Floodplain Risk Management Study & Plan
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Deleted resource Macquarie Park - Floodplain Risk Management Study & Plan - Flood Study Report from Macquarie Park Floodplain Risk Management Study & Plan
f | 1 | { | f | 1 | { |
2 | "author": "Ryde City Council", | 2 | "author": "Ryde City Council", | ||
3 | "author_email": null, | 3 | "author_email": null, | ||
4 | "contact_info": "False", | 4 | "contact_info": "False", | ||
5 | "contact_point": "cityofryde@ryde.nsw.gov.au", | 5 | "contact_point": "cityofryde@ryde.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 | cquarie-park-floodplain-risk-management-study-plan-flood-study-report" | 20 | cquarie-park-floodplain-risk-management-study-plan-flood-study-report" | ||
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 | ], | ||
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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": "2022-02-02T22:51:59.137495", | 51 | "metadata_created": "2022-02-02T22:51:59.137495", | ||
n | 52 | "metadata_modified": "2022-09-16T01:42:37.487095", | n | 52 | "metadata_modified": "2022-09-16T04:06:39.613617", |
53 | "name": | 53 | "name": | ||
54 | quarie-park-floodplain-risk-management-study-plan-flood-study-report", | 54 | quarie-park-floodplain-risk-management-study-plan-flood-study-report", | ||
55 | "notes": "In accordance with NSW Government policy, the Council of | 55 | "notes": "In accordance with NSW Government policy, the Council of | ||
56 | the City of Ryde is committed to\r\npreparing a Floodplain Risk | 56 | the City of Ryde is committed to\r\npreparing a Floodplain Risk | ||
57 | Management Plan for Macquarie Park. This report documents the\r\nfirst | 57 | Management Plan for Macquarie Park. This report documents the\r\nfirst | ||
58 | stage of the process of preparing the Plan \u2013 that is, the | 58 | stage of the process of preparing the Plan \u2013 that is, the | ||
59 | preparation of a flood study report.\r\n\r\nThe study area consists of | 59 | preparation of a flood study report.\r\n\r\nThe study area consists of | ||
60 | a portion of the Lane Cove River floodplain and those City of | 60 | a portion of the Lane Cove River floodplain and those City of | ||
61 | Ryde\r\nareas which drain in a northeasterly or easterly direction to | 61 | Ryde\r\nareas which drain in a northeasterly or easterly direction to | ||
62 | it. Much of the 1,558ha study area\r\nis developed. It is crossed by a | 62 | it. Much of the 1,558ha study area\r\nis developed. It is crossed by a | ||
63 | number of major roads including Epping Road, Lane Cove\r\nRoad and the | 63 | number of major roads including Epping Road, Lane Cove\r\nRoad and the | ||
64 | M2 Motorway and the underground Epping to Chatswood railway | 64 | M2 Motorway and the underground Epping to Chatswood railway | ||
65 | line.\r\n\r\nThe consultants drew on both previous flood study reports | 65 | line.\r\n\r\nThe consultants drew on both previous flood study reports | ||
66 | and additional community\r\nconsultation to review historical records | 66 | and additional community\r\nconsultation to review historical records | ||
67 | about flood problems that have been experienced in the\r\ncatchment | 67 | about flood problems that have been experienced in the\r\ncatchment | ||
68 | and this process found that the two most widely reported floods were | 68 | and this process found that the two most widely reported floods were | ||
69 | in November\r\n1984 and February 1990.\r\n\r\nComputer-based (DRAINS) | 69 | in November\r\n1984 and February 1990.\r\n\r\nComputer-based (DRAINS) | ||
70 | hydrologic models and (TUFLOW) hydraulic models have | 70 | hydrologic models and (TUFLOW) hydraulic models have | ||
71 | been\r\ndeveloped. While substantial efforts have been made to compile | 71 | been\r\ndeveloped. While substantial efforts have been made to compile | ||
72 | as best a picture as possible\r\nof several relatively recent floods | 72 | as best a picture as possible\r\nof several relatively recent floods | ||
73 | (i.e. November 1984 and February 1990), the resultant rainfall\r\nand | 73 | (i.e. November 1984 and February 1990), the resultant rainfall\r\nand | ||
74 | water level data sets were found to provide only very general | 74 | water level data sets were found to provide only very general | ||
75 | information about the floods.\r\n\r\nAs a consequence, while the | 75 | information about the floods.\r\n\r\nAs a consequence, while the | ||
76 | models generally reproduce the observed flood regimes, | 76 | models generally reproduce the observed flood regimes, | ||
77 | formal\r\ncalibration against those events was not possible. The | 77 | formal\r\ncalibration against those events was not possible. The | ||
78 | modelling confirmed that the November\r\n1984 event was worse than the | 78 | modelling confirmed that the November\r\n1984 event was worse than the | ||
79 | February 1990 event and significant number of properties in\r\nnatural | 79 | February 1990 event and significant number of properties in\r\nnatural | ||
80 | depressions experienced overland flow inundation. Additionally, some | 80 | depressions experienced overland flow inundation. Additionally, some | ||
81 | properties\r\nlocated adjacent to open creek channels experienced | 81 | properties\r\nlocated adjacent to open creek channels experienced | ||
82 | substantial depths of water.\r\nDesign flood event modelling followed | 82 | substantial depths of water.\r\nDesign flood event modelling followed | ||
83 | and this report presents the results of modelling the\r\n20 year | 83 | and this report presents the results of modelling the\r\n20 year | ||
84 | average recurrence interval (ARI) flood, the 100 year ARI flood and | 84 | average recurrence interval (ARI) flood, the 100 year ARI flood and | ||
85 | the Probable\r\nMaximum flood (PMF).\r\n\r\nThe detailed DRAINS and | 85 | the Probable\r\nMaximum flood (PMF).\r\n\r\nThe detailed DRAINS and | ||
86 | TUFLOW models provide a sound platform for the further | 86 | TUFLOW models provide a sound platform for the further | ||
87 | flood\r\nmodelling tasks that will be undertaken during preparation of | 87 | flood\r\nmodelling tasks that will be undertaken during preparation of | ||
88 | the Floodplain Risk Management\r\nStudy and | 88 | the Floodplain Risk Management\r\nStudy and | ||
89 | Plan.\r\n\r\n#SOFTWARE\r\nThe DRAINS software (Reference 7) has | 89 | Plan.\r\n\r\n#SOFTWARE\r\nThe DRAINS software (Reference 7) has | ||
90 | principally been used to model the hydrologic regime\r\nof the study | 90 | principally been used to model the hydrologic regime\r\nof the study | ||
91 | area. It is a comprehensive hydrologic modelling program for designing | 91 | area. It is a comprehensive hydrologic modelling program for designing | ||
92 | and\r\nanalysing various types of catchments and urban stormwater | 92 | and\r\nanalysing various types of catchments and urban stormwater | ||
93 | drainage systems and includes\r\nhydraulic modelling capabilities for | 93 | drainage systems and includes\r\nhydraulic modelling capabilities for | ||
94 | pipes and overland flowpaths. The software is widely used\r\nin | 94 | pipes and overland flowpaths. The software is widely used\r\nin | ||
95 | Australia and Council itself has used DRAINS for many years.\r\nThe | 95 | Australia and Council itself has used DRAINS for many years.\r\nThe | ||
96 | DRAINS model version is 2009.06.\r\n\r\nWhile it follows that DRAINS | 96 | DRAINS model version is 2009.06.\r\n\r\nWhile it follows that DRAINS | ||
97 | software is suitable for undertaking both hydraulic and | 97 | software is suitable for undertaking both hydraulic and | ||
98 | hydrologic\r\nassessments of urban catchments \u2013 and both | 98 | hydrologic\r\nassessments of urban catchments \u2013 and both | ||
99 | capabilities have been used in this study \u2013 it is\r\nimportant to | 99 | capabilities have been used in this study \u2013 it is\r\nimportant to | ||
100 | note that the pipe hydraulic analysis undertaken within the subsequent | 100 | note that the pipe hydraulic analysis undertaken within the subsequent | ||
101 | hydraulic\r\nmodelling phase (refer Chapter 4) provides a more | 101 | hydraulic\r\nmodelling phase (refer Chapter 4) provides a more | ||
102 | comprehensive picture of both pipe and\r\noverland flow | 102 | comprehensive picture of both pipe and\r\noverland flow | ||
103 | rates.\r\n\r\nThe widely used and Australian developed TUFLOW software | 103 | rates.\r\n\r\nThe widely used and Australian developed TUFLOW software | ||
104 | (Reference 6) was chosen as\r\nthe hydraulic modelling tool for use in | 104 | (Reference 6) was chosen as\r\nthe hydraulic modelling tool for use in | ||
105 | the study because of its capability to simulate flood flows\r\nalong | 105 | the study because of its capability to simulate flood flows\r\nalong | ||
106 | both open watercourses and potentially complicated networks of | 106 | both open watercourses and potentially complicated networks of | ||
107 | overland flowpaths such\r\nas occurs in the study area.\r\n\r\nThe | 107 | overland flowpaths such\r\nas occurs in the study area.\r\n\r\nThe | ||
108 | technical description of the TUFLOW model and its specific application | 108 | technical description of the TUFLOW model and its specific application | ||
109 | to the study area is\r\nprovided in Appendix C. The TUFLOW build model | 109 | to the study area is\r\nprovided in Appendix C. The TUFLOW build model | ||
110 | is 2008-08-AF- ISP.\r\nThe following sections of the report describe | 110 | is 2008-08-AF- ISP.\r\nThe following sections of the report describe | ||
111 | the establishment and operation of the TUFLOW\r\nmodel to | 111 | the establishment and operation of the TUFLOW\r\nmodel to | ||
112 | simulate:\r\n\r\n* the November 1984 and February 1990 events using | 112 | simulate:\r\n\r\n* the November 1984 and February 1990 events using | ||
113 | DRAINS-derived flows. The\r\nsimulated flood levels and extents for | 113 | DRAINS-derived flows. The\r\nsimulated flood levels and extents for | ||
114 | this event were then compared with the historical\r\ninformation; | 114 | this event were then compared with the historical\r\ninformation; | ||
115 | and\r\n* the design 5 year, 20 year, 50 year, 100 year ARI and PMF | 115 | and\r\n* the design 5 year, 20 year, 50 year, 100 year ARI and PMF | ||
116 | events.\r\n", | 116 | events.\r\n", | ||
117 | "num_resources": 1, | 117 | "num_resources": 1, | ||
118 | "num_tags": 4, | 118 | "num_tags": 4, | ||
119 | "organization": { | 119 | "organization": { | ||
120 | "approval_status": "approved", | 120 | "approval_status": "approved", | ||
121 | "created": "2021-03-04T09:34:55.967895", | 121 | "created": "2021-03-04T09:34:55.967895", | ||
122 | "description": "The City of Ryde is a local government area that | 122 | "description": "The City of Ryde is a local government area that | ||
123 | services certain suburbs located within the Lower North Shore and | 123 | services certain suburbs located within the Lower North Shore and | ||
124 | Northern Suburbs of Sydney, NSW; proclaimed as the City of Ryde in | 124 | Northern Suburbs of Sydney, NSW; proclaimed as the City of Ryde in | ||
125 | 1992.\r\n\r\nThe local government area extends from the Parramatta | 125 | 1992.\r\n\r\nThe local government area extends from the Parramatta | ||
126 | River to the Lane Cove River which encircles the area in the north, | 126 | River to the Lane Cove River which encircles the area in the north, | ||
127 | and is bounded in the east by the peninsula of Hunters Hill and the | 127 | and is bounded in the east by the peninsula of Hunters Hill and the | ||
128 | City of Parramatta in the west.\r\nIt is 40.65km2 in area and home to | 128 | City of Parramatta in the west.\r\nIt is 40.65km2 in area and home to | ||
129 | over 117,170 people. | 129 | over 117,170 people. | ||
130 | \r\n\r\nhttp://www.ryde.nsw.gov.au/Home\r\n\r\nCouncil has undertaken | 130 | \r\n\r\nhttp://www.ryde.nsw.gov.au/Home\r\n\r\nCouncil has undertaken | ||
131 | several studies on overland flow and localised flooding of Macquarie | 131 | several studies on overland flow and localised flooding of Macquarie | ||
132 | Park Catchment and the Eastwood and Terry\u2019s Creek | 132 | Park Catchment and the Eastwood and Terry\u2019s Creek | ||
133 | nt/Planning-Controls/Other-Planning-Considerations/Flood-Prone-Areas", | 133 | nt/Planning-Controls/Other-Planning-Considerations/Flood-Prone-Areas", | ||
134 | "id": "1763c56c-156b-4d33-befa-9df41bf150c1", | 134 | "id": "1763c56c-156b-4d33-befa-9df41bf150c1", | ||
135 | "image_url": "2021-03-23-013607.937443ryde.png", | 135 | "image_url": "2021-03-23-013607.937443ryde.png", | ||
136 | "is_organization": true, | 136 | "is_organization": true, | ||
137 | "name": "ryde-city-council", | 137 | "name": "ryde-city-council", | ||
138 | "state": "active", | 138 | "state": "active", | ||
139 | "title": "Ryde City Council", | 139 | "title": "Ryde City Council", | ||
140 | "type": "organization" | 140 | "type": "organization" | ||
141 | }, | 141 | }, | ||
142 | "owner_org": "1763c56c-156b-4d33-befa-9df41bf150c1", | 142 | "owner_org": "1763c56c-156b-4d33-befa-9df41bf150c1", | ||
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160 | "name": "Macquarie Park - Floodplain Risk Management Study & | 160 | "name": "Macquarie Park - Floodplain Risk Management Study & | ||
161 | Plan - Flood Study Report", | 161 | Plan - Flood Study Report", | ||
162 | "package_id": "ef1644d3-1efb-4bf2-b3f3-09e2659f0bb0", | 162 | "package_id": "ef1644d3-1efb-4bf2-b3f3-09e2659f0bb0", | ||
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204 | "spatial_coverage": "New South Wales (NSW81093)", | 204 | "spatial_coverage": "New South Wales (NSW81093)", | ||
205 | "state": "active", | 205 | "state": "active", | ||
206 | "tags": [ | 206 | "tags": [ | ||
207 | { | 207 | { | ||
208 | "display_name": "Macquarie Park", | 208 | "display_name": "Macquarie Park", | ||
209 | "id": "96630c36-6701-45c5-8df1-ab27a3add97f", | 209 | "id": "96630c36-6701-45c5-8df1-ab27a3add97f", | ||
210 | "name": "Macquarie Park", | 210 | "name": "Macquarie Park", | ||
211 | "state": "active", | 211 | "state": "active", | ||
212 | "vocabulary_id": null | 212 | "vocabulary_id": null | ||
213 | }, | 213 | }, | ||
214 | { | 214 | { | ||
215 | "display_name": "floodplain", | 215 | "display_name": "floodplain", | ||
216 | "id": "097fa011-9ab0-422f-93ca-47fa9d6b2625", | 216 | "id": "097fa011-9ab0-422f-93ca-47fa9d6b2625", | ||
217 | "name": "floodplain", | 217 | "name": "floodplain", | ||
218 | "state": "active", | 218 | "state": "active", | ||
219 | "vocabulary_id": null | 219 | "vocabulary_id": null | ||
220 | }, | 220 | }, | ||
221 | { | 221 | { | ||
222 | "display_name": "hydraulic model", | 222 | "display_name": "hydraulic model", | ||
223 | "id": "677b7fb9-3abd-4741-8855-7a364a72eac6", | 223 | "id": "677b7fb9-3abd-4741-8855-7a364a72eac6", | ||
224 | "name": "hydraulic model", | 224 | "name": "hydraulic model", | ||
225 | "state": "active", | 225 | "state": "active", | ||
226 | "vocabulary_id": null | 226 | "vocabulary_id": null | ||
227 | }, | 227 | }, | ||
228 | { | 228 | { | ||
229 | "display_name": "hydrologic model", | 229 | "display_name": "hydrologic model", | ||
230 | "id": "50c66e01-a7ce-4b31-9055-0e5dbccddf1e", | 230 | "id": "50c66e01-a7ce-4b31-9055-0e5dbccddf1e", | ||
231 | "name": "hydrologic model", | 231 | "name": "hydrologic model", | ||
232 | "state": "active", | 232 | "state": "active", | ||
233 | "vocabulary_id": null | 233 | "vocabulary_id": null | ||
234 | } | 234 | } | ||
235 | ], | 235 | ], | ||
236 | "temporal_coverage_to": "2010-04-01 00:00:00", | 236 | "temporal_coverage_to": "2010-04-01 00:00:00", | ||
237 | "title": "Macquarie Park Floodplain Risk Management Study & Plan", | 237 | "title": "Macquarie Park Floodplain Risk Management Study & Plan", | ||
238 | "type": "dataset", | 238 | "type": "dataset", | ||
239 | "unpublished": "false", | 239 | "unpublished": "false", | ||
240 | "update_freq": "as_required", | 240 | "update_freq": "as_required", | ||
241 | "url": "", | 241 | "url": "", | ||
242 | "version": null | 242 | "version": null | ||
243 | } | 243 | } |