SDA 0.2m 2012 Bathymetry (535)
| Red: Band_1 |
| Green: Band_2 |
| Blue: Band_3 |
SDA 0.2m 2012 Hillshade (536)
SDA 0.2m 2012 Slope (537)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
SDAP Cable Route HightPass 0.2m 2023 Bathymetry (531)
| High : -32.3798 |
| |
| Low : -661.17 |
SDAP Cable Route HightPass 0.2m 2023 Hillshade (532)
SDAP Cable Route HightPass 0.2m 2023 Slope (533)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Fibre Optic Cable Prelay Bathymetry (2)
| High : -82.59 |
| |
| Low : -99.94 |
Fibre Optic Cable Prelay Slope (3)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Fibre Optic Cable Prelay Hillshade (4)
EN2 Flowline As-Live OOS Survey Bathymetry 2025 (559)
| High : -32.3798 |
| |
| Low : -661.17 |
EN2 Flowline As-Live OOS Survey Hillshade 2025 (560)
EN2 Flowline As-Live OOS Survey Survey Slope 2025 (561)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN1 Flowline As-Live OOS Survey Bathymetry 2024 (562)
| High : -32.3798 |
| |
| Low : -661.17 |
EN1 Flowline As-Live OOS Survey Hillshade 2024 (563)
EN1 Flowline As-Live OOS Survey Slope 2024 (564)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN1 AFC DEH As-Laid Survey Bathymetry 2022 (509)
| High : -32.3798 |
| |
| Low : -661.17 |
EN1 AFC DEH As-Laid Survey Hillshade 2022 (510)
EN1 AFC DEH As-Laid Survey Slope 2022 (511)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN1 RC DEH As-Laid Survey Bathymetry 2022 (512)
| High : -89.1 |
| |
| Low : -98.42 |
EN1 RC DEH As-Laid Survey Hillshade 2022 (513)
EN1 RC DEH As-Laid Survey Survey Slope 2022 (514)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN2 AFC DEH As-Laid Survey Bathymetry 2022 (503)
| High : -32.3798 |
| |
| Low : -661.17 |
EN2 AFC DEH As-Laid Survey Hillshade 2022 (504)
EN2 AFC DEH As-Laid Survey Slope_2022 (505)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN2 RC DEH As-Laid Survey Bathymetry 2022 (506)
| High : -89.7 |
| |
| Low : -97.59 |
EN2 AFC DEH As-Laid Survey Hillshade 2022 (507)
EN2 AFC DEH As-Laid Survey Slope 2022 (508)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN and WS AFC Cable Pre-Lay Survey Bathymetry 2022 (454)
| High : -32.3798 |
| |
| Low : -661.17 |
EN and WS AFC Cable Pre-Lay Survey Hillshade 2022 (453)
EN and WS AFC Cable Pre-Lay Survey Slope 2022 (452)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN1 Production Umbilical As-Laid Bathymetry 2023 (524)
| High : -32.3798 |
| |
| Low : -661.17 |
EN1 Production Umbilical As-Laid Slope 2023 (526)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN1 Production Umbilical As-Laid Hillshade 2023 (525)
EN2 Production Umbilical As-Laid Bathymetry 2023 (527)
| High : -32.3798 |
| |
| Low : -661.17 |
EN2 Production Umbilical As-Laid Slope 2023 (529)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN2 Production Umbilical As-Laid Hillshade 2023 (528)
EN1 PU Prelay Survey Bathymetry 2022 (473)
| High : -91.58 |
| |
| Low : -486.73 |
EN1 PU Prelay Survey Hillshade 2022 (474)
EN1 PU Prelay Survey Slope 2022 (475)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN2 PU Prelay Survey Bathymetry 2022 (470)
| High : -92.17 |
| |
| Low : -476.29 |
EN2 PU Prelay Survey Hillshade 2022 (471)
EN2 PU Prelay Survey Slope 2022 (472)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN2 PU Overage Area 1 Bathymetry 2022 (461)
| High : -413.07 |
| |
| Low : -423.46 |
EN2 PU Overage Area 1 Hillshade 2022 (462)
EN2 PU Overage Area 1 Slope 2022 (463)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN2 PU Overage Area 2 Bathymetry 2022 (464)
| High : -444.1 |
| |
| Low : -468.72 |
EN2 PU Overage Area 2 Hillshade 2022 (465)
EN2 PU Overage Area 2 Slope 2022 (466)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN SDB_QU Contingency Corridor Bathymetry 2022 (467)
| High : -92.56 |
| |
| Low : -102.91 |
EN SDB_QU Contingency Corridor Hillshade_2022 (468)
EN SDB_QU Contingency Corridor Slope_2022 (469)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN1 Flowline As-Built Survey Bathymetry 2024 (547)
| High : -32.3798 |
| |
| Low : -661.17 |
EN1 Flowline As-Built Survey Hillshade 2024 (548)
EN1 Flowline As-Built Survey Slope 2024 (549)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN1 Flowline OOS Survey Bathymetry 2023 (541)
| High : -32.3798 |
| |
| Low : -661.17 |
EN1 Flowline OOS Survey Hillshade 2023 (542)
EN1 Flowline OOS Survey Slope 2023 (543)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN1 Flowline As-Laid Survey Bathymetry 2022 (455)
| High : -32.3798 |
| |
| Low : -661.17 |
EN1 Flowline As-Laid Survey Hillshade 2022 (456)
EN1 Flowline As-Laid Survey Slope 2022 (457)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN1 Pre-lay Survey Bathymetry 2021 (431)
| High : -32.3798 |
| |
| Low : -661.17 |
EN1 Pre-lay Survey Hillshade 2021 (432)
EN1 Pre-lay Survey Slope 2021 (433)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN2 Flowline As-Built Bathymetry 2023 (544)
| High : -32.3798 |
| |
| Low : -661.17 |
EN2 Flowline As-Built Hillshade 2023 (545)
EN2 Flowline As-Built Slope 2023 (546)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN2 Flowline OOS Survey Bathymetry 2023 (538)
| High : -32.3798 |
| |
| Low : -661.17 |
EN2 Flowline OOS Survey Hillshade 2023 (539)
EN2 Flowline OOS Survey Slope 2023 (540)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN2 Flowline As-Laid Survey Bathymetry 2023 (521)
| High : -32.3798 |
| |
| Low : -661.17 |
EN2 Flowline As-Laid Survey Hillshade 2023 (522)
EN2 Flowline As-Laid Survey Slope 2023 (523)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN2 Prelay Survey Bathymetry 2022 (458)
| High : -93.05 |
| |
| Low : -482.08 |
EN2 Prelay Survey Hillshade 2022 (459)
EN2 Prelay Survey Slope 2022 (460)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN DSSIV Control Umbilical As-Laid Bathymetry 2021 (352)
| High : -32.3798 |
| |
| Low : -661.17 |
EN DSSIV Control Umbilical As-Laid Hillshade 2021 (350)
EN DSSIV Control Umbilical As-Laid Slope 2021 (354)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN CTZ As-Built Bathymetry 2020 (999)
| High : -32.3798 |
| |
| Low : -661.17 |
EN CTZ As-Built Hillshade 2020 (989)
EN CTZ As-Built Slope 2020 (988)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN Manifold Bathymetry (6)
| High : -466.061 |
| |
| Low : -475.701 |
EN Manifold Slope (7)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN Manifold Hillshade (8)
ES1 AFC DEH As-Laid Bathymetry 2021 (407)
| High : -32.3798 |
| |
| Low : -661.17 |
ES1 AFC DEH As-Laid Hillshade 2021 (408)
ES1 AFC DEH As-Laid Slope 2021 (409)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES1 RC DEH As-Laid Bathymetry 2021 (410)
| High : -32.3798 |
| |
| Low : -661.17 |
ES1 RC DEH As-Laid Hillshade 2021 (411)
ES1 RC DEH As-Laid Slope 2021 (412)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES2 AFC DEH As-Laid Bathymetry 2021 (416)
| High : -32.3798 |
| |
| Low : -661.17 |
ES2 AFC DEH As-Laid Hillshade 2021 (417)
ES2 AFC DEH As-Laid Slope 2021 (418)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
S2 RC DEH As-Laid Bathymetry 2021 (413)
| High : -32.3798 |
| |
| Low : -661.17 |
S2 RC DEH As-Laid Hillshade 2021 (414)
S2 RC DEH As-Laid Slope 2021 (415)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES1 Flexible Monobore Post Dredging Bathymetry 2021 (383)
| High : -32.3798 |
| |
| Low : -661.17 |
ES1 Flexible Monobore Post Dredging Hillshade 2021 (384)
ES1 Flexible Monobore Post Dredging Slope 2021 (385)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES2 Flexible Monobore Post Dredging Bathymetry 2021 (386)
| High : -32.3798 |
| |
| Low : -661.17 |
ES2 Flexible Monobore Post Dredging Hillshade 2021 (387)
ES2 Flexible Monobore Post Dredging Dredging Slope 2021 (388)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES1 Flowline Spools As-Built Survey Bathymetry 2021 (389)
| High : -32.3798 |
| |
| Low : -661.17 |
ES1 Flowline Spools As-Built Survey Hillshade 2021 (390)
ES1 Flowline Spools As-Built Survey Slope 2021 (391)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES2 Flowline Spools As-Built Survey Bathymetry 2021 (392)
| High : -32.3798 |
| |
| Low : -661.17 |
ES2 Flowline Spools As-Built Survey Hillshade 2021 (393)
ES2 Flowline Spools As-built Survey Slope 2021 (394)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES1 SDG_02 MBWJ As-Built Bathymetry 2021 (395)
| High : -526.98 |
| |
| Low : -533.32 |
ES1 SDG_02 MBWJ As-Built Hillshade 2021 (396)
ES1 SDG_02 MBWJ As-Built Slope 2021 (397)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES1 SDG_03 MBWJ As-Built Bathymetry 2021 (398)
| High : -524.06 |
| |
| Low : -531.92 |
ES1 SDG_03 MBWJ As-Built Hillshade 2021 (399)
ES1 SDG_03 MBWJ As-Built Slope 2021 (400)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES2 SDG_01 MBWJ As-Built Bathymetry 2021 (401)
| High : -524.13 |
| |
| Low : -529.42 |
ES2 SDG_01 MBWJ As-Built Hillshade 2021 (402)
ES2 SDG_01 MBWJ As-Built Slope 2021 (987)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES2 SDG_04 MBWJ As-Built Bathymetry 2021 (404)
| High : -524.62 |
| |
| Low : -529.26 |
ES2 SDG_04 MBWJ As-Built Hillshade 2021 (405)
ES2 SDG_04 MBWJ As-Built Slope 2021 (406)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES1 Flowline 1st Operation OOS Bathymetry 2021 (443)
| High : -32.3798 |
| |
| Low : -661.17 |
ES1 Flowline 1st Operation OOS Hillshade 2021 (444)
ES1 Flowline 1st Operation OOS Slope 2021 (445)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES1 Flowline As-Built Bathymetry 2021 (421)
| High : -32.3798 |
| |
| Low : -661.17 |
ES1 Flowline As-Built Hillshade 2021 (419)
ES1 Flowline As-Built Slope 2021 (420)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES1 PMA to ES2 PMA As-Built Bathymetry 2021 (422)
| High : -523.1 |
| |
| Low : -533.74 |
ES1 PMA to ES2 PMA As-Built Hillshade 2021 (423)
ES1 PMA to ES2 PMA As-Built Slope 2021 (424)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES2 Flowline 1st Operation OOS Bathymetry 2021 (440)
| High : -32.3798 |
| |
| Low : -661.17 |
ES2 Flowline 1st Operation OOS Hillshade 2021 (441)
ES2 Flowline 1st Operation OOS Slope 2021 (442)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES2 Flowline As-Built Bathymetry 2021 (425)
| High : -32.3798 |
| |
| Low : -661.17 |
ES2 Flowline As-Built Hillshade 2021 (426)
ES2 Flowline As-Built Slope 2021 (427)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES1 FTA As-Laid (341)
| High : -32.3798 |
| |
| Low : -661.17 |
ES1 FTA (224)
| High : -32.3798 |
| |
| Low : -661.17 |
ES2 FTA As-Laid (342)
| High : -32.3798 |
| |
| Low : -661.17 |
ES2 FTA (225)
| High : -32.3798 |
| |
| Low : -661.17 |
ES1 FTA As-Laid (343)
ES1 FTA (226)
ES2 FTA As-Laid (344)
ES2 FTA (227)
ES1 FTA As-Laid (345)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES1 FTA (228)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES2 FTA As-Laid (346)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES2 FTA (229)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES1 Flowline As-Laid Bathymetry (403)
| High : -32.3798 |
| |
| Low : -661.17 |
ES1 Flowline As-Laid Hillshade (985)
ES1 Flowline As-Laid Slope (986)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES2 Flowline As-Laid Bathymetry (371)
| High : -32.3798 |
| |
| Low : -661.17 |
ES2 Flowline As-Laid Hillshade (372)
ES2 Flowline As-Laid _Slope (373)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES1 Production Umbilical As-Laid Bathymetry 2020 (359)
| High : -32.3798 |
| |
| Low : -661.17 |
ES1 Production Umbilical As-Laid Hillshade 2020 (360)
ES1 Production Umbilical As-Laid Slope 2020 (361)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES2 Production Umbilical As-Laid Bathymetry 2020 (362)
| High : -32.3798 |
| |
| Low : -661.17 |
ES2 Production Umbilical As-Laid Hillshade 2020 (363)
ES2 Production Umbilical As-Laid Slope 2020 (364)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES Manifold 2015 Bathymetry (10)
| High : -32.3798 |
| |
| Low : -661.17 |
ES Manifold 2015 Slope (11)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES Manifold 2015 Hillshade (12)
ES Manifold Bathymetry (13)
| High : -32.3798 |
| |
| Low : -661.17 |
ES Manifold Slope (14)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES Manifold Hillshade (15)
ES1 and ES2 PU Emergency Route at SDBD Hillshade (304)
ES1 and ES2 PU Emergency Route at SDBD DTM (303)
| High : -92.74 |
| |
| Low : -102.62 |
ES1 and ES2 PU Emergency Route at SDBD Slope (305)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES1 PU Prelay KP0.173 to KP9.909 Hillshade (307)
ES1 PU Prelay KP0.173 to KP9.909 DTM (306)
| High : -32.3798 |
| |
| Low : -661.17 |
ES1 PU Prelay KP0.173 to KP9.909 Slope (308)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES1 PU Prelay KP9.910 to KP19.4 Hillshade (310)
ES1 PU Prelay KP9.910 to KP19.4 DTM (309)
| High : -32.3798 |
| |
| Low : -661.17 |
ES1 PU Prelay KP9.910 to KP19.4 Slope (311)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES1 PU Prelay SDB Approach Low Pass Hillshade (313)
ES1 PU Prelay SDB Approach Low Pass DTM (312)
| High : -92.68 |
| |
| Low : -102.62 |
ES1 PU Prelay SDB Approach Low Pass Slope (314)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES2 PU Prelay Hillshade (316)
ES2 PU Prelay DTM (315)
| High : -32.3798 |
| |
| Low : -661.17 |
ES2 PU Prelay Slope (317)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ES2 PU Prelay SDB Approach Low Pass Hillshade (319)
ES2 PU Prelay SDB Approach Low Pass DTM (318)
| High : -32.3798 |
| |
| Low : -661.17 |
ES2 PU Prelay SDB Approach Low Pass Slope (320)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
NF AsBuilt PMA1 to FTA1 Spool Bathymetry (208)
| High : -65.39 |
| |
| Low : -70.81 |
NF AsBuilt PMA1 to PMA2 Spool Bathymetry (209)
| High : -65.98 |
| |
| Low : -71.12 |
NF AsBuilt PMA2 to FTA2 Spool Bathymetry (210)
| High : -65.87 |
| |
| Low : -71.34 |
NF AsBuilt PMA1 to FTA1 Spool Slope (211)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
NF AsBuilt PMA1 to PMA2 Spool Slope (212)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
NF AsBuilt PMA2 to FTA2 Spool Slope (213)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
NF AsBuilt PMA1 to FTA1 Spool Hillshade (214)
NF AsBuilt PMA1 to PMA2 Spool Hillshade (215)
NF AsBuilt PMA2 to FTA2 Spool Hillshade (216)
NF1 AsBuilt Platform Spool Bathymetry (217)
| High : -86.21 |
| |
| Low : -95.6 |
NF2 AsBuilt Platform Spool Bathymetry (218)
| High : -86.22 |
| |
| Low : -95.71 |
NF1 AsBuilt Platform Spool Slope (219)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
NF2 AsBuilt Platform Spool Slope (220)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
NF1 AsBuilt Platform Spool Hillshade (221)
NF2 AsBuilt Platform Spool Hillshade (222)
NF & Export SSIV Umbilical PreLay Bathymetry (17)
| High : -86.19 |
| |
| Low : -95.37 |
NF & Export SSIV Umbilical PreLay Slope (18)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
NF & Export SSIV Umbilical PreLay Hillshade (19)
NF Prod Umbilical Prelay Bathymetry (20)
| High : -63.46 |
| |
| Low : -95.87 |
NF Prod Umbilical Prelay Slope (21)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
NF Prod Umbilical Prelay Hillshade (22)
NF Route Prelay 2016 Bathymetry (23)
| High : -67.2758 |
| |
| Low : -98.2533 |
NF Route Prelay 2016 Slope (24)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
NF Route Prelay 2016 Hillshade (25)
NF Manifold 2015 Bathymetry (26)
| High : -68.7966 |
| |
| Low : -72.9174 |
NF Manifold 2015 Slope (27)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
NF Manifold 2015 Hillshade (28)
NF Manifold 2013 Bathymetry (29)
| High : -65.26 |
| |
| Low : -79.55 |
NF Manifold 2013 Slope (30)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
NF Manifold 2013 Hillshade (31)
NF Manifold Bathymetry (32)
| High : -68.51 |
| |
| Low : -73.359 |
NF Manifold Slope (33)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
NF Manifold Hillshade (34)
NF Route Bathymetry (35)
| High : -67.3372 |
| |
| Low : -95.687 |
NF Route Slope (36)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
NF Route Hillshade (37)
WF Infield Prelay 2016 Bathymetry (39)
| High : -94.0404 |
| |
| Low : -227.921 |
WF Infield Prelay 2016 Slope (40)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WF Infield Prelay 2016 Hillshade (41)
WF Manifold 2015 Bathymetry (42)
| High : -158.747 |
| |
| Low : -167.311 |
WF Manifold 2015 Slope (43)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WF Manifold 2015 Hillshade (44)
WF Manifold Bathymetry (45)
| High : -158.913 |
| |
| Low : -169.456 |
WF Manifold Slope (46)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WF Manifold HillShade (47)
WM Manifold Bathymetry (49)
| High : -298.978 |
| |
| Low : -303.542 |
WM Manifold Slope (50)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WM Manifold Hillshade (51)
WS1 Flowline 1st Operational OOS Survey Bathymetry 2024 (550)
| High : -32.3798 |
| |
| Low : -661.17 |
WS1 Flowline 1st Operational OOS Survey Slope 2024 (552)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS1 Flowline 1st Operational OOS Survey Hillshade 2024 (551)
WS1 Platform Spools As-Built Survey Bathymetry 2022 (500)
| High : -32.3798 |
| |
| Low : -661.17 |
WS1 Platform Spools As-Built Survey Slope 2022 (502)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS1 Platform Spools As-Built Survey Hillshade 2022 (501)
WS1 Flowline Post-Hydrotest OOS Survey Bathymetry 2022 (556)
| High : -32.3798 |
| |
| Low : -661.17 |
WS1 Flowline Post-Hydrotest OOS Survey Hillshade 2022 (557)
WS1 Flowline Post-Hydrotest OOS Survey Slope 2022 (558)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS2 Platform Spools As-Built Survey Bathymetry 2022 (497)
| High : -32.3798 |
| |
| Low : -661.17 |
WS2 Platform Spools As-Built Survey Hillshade 2022 (498)
WS2 Platform Spools As-Built Survey Slope 2022 (499)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS2 Flowline Post-Hydrotest OOS Survey Bathymetry 2022 (553)
| High : 411.46 |
| |
| Low : 93.32 |
WS2 Flowline Post-Hydrotest OOS Survey Hillshade 2022 (554)
WS2 Flowline Post-Hydrotest OOS Survey Slope 2022 (555)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS1 Flowline As-Built Survey Bathymetry 2022 (515)
| High : -32.3798 |
| |
| Low : -661.17 |
WS1 Flowline As-Built Survey Slope 2022 (517)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS1 Flowline As-Built Survey Hillshade 2022 (516)
WS2 Flowline 1st Operational OOS Bathymetry 2023 (518)
| High : -32.3798 |
| |
| Low : -661.17 |
WS2 Flowline 1st Operational OOS Slope 2023 (520)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS2 Flowline 1st Operational OOS Hillshade 2023 (519)
WS2 Flowline As-Built Survey Bathymetry 2022 (494)
| High : -93.35 |
| |
| Low : -413.14 |
WS2 Flowline As-Built Survey Hillshade 2022 (495)
WS2 Flowline As-Built Survey Slope 2022 (496)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS1_1 MBWJ As-Built Bathymetry 2022 (479)
| High : -32.3798 |
| |
| Low : -661.17 |
WS1_1 MBWJ As-Built Hillshade 2022 (480)
WS1_1 MBWJ As-Built Slope 2022 (481)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS1_3 MBWJ As-Built Bathymetry 2022 (482)
| High : -32.3798 |
| |
| Low : -661.17 |
WS1_3 MBWJ As-Built Hillshade 2022 (483)
WS1_3 MBWJ As-Built Slope 2022 (484)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS2_1 MBWJ As-Built Bathymetry 2022 (485)
| High : -32.3798 |
| |
| Low : -661.17 |
WS2_1 MBWJ As-Built Hillshade 2022 (486)
WS2_1 MBWJ As-Built Slope 2022 (487)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS2_3 MBWJ As-Built Bathymetry 2022 (488)
| High : -32.3798 |
| |
| Low : -661.17 |
WS2_3 MBWJ As-Built Hillshade 2022 (489)
WS2_3 MBWJ As-Built Slope 2022 (490)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS1_WS2 Flex Spool As-Built Bathymetry 2022 (476)
| High : -32.3798 |
| |
| Low : -661.17 |
WS1_WS2 Flex Spool As-Built Hillshade 2022 (477)
WS1_WS2 Flex Spool As-Built Slope 2022 (478)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS Cluster As-Built Survey Bathymetry 2022 (491)
| High : -32.3798 |
| |
| Low : -661.17 |
WS Cluster As-Built Survey Hillshade 2022 (492)
WS Cluster As-Built Survey Slope 2022 (493)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
EN and WS AFC Cable Pre-Lay Survey Bathymetry 2022 (449)
| High : -32.3798 |
| |
| Low : -661.17 |
EN and WS AFC Cable Pre-Lay Survey Hillshade 2022 (450)
EN and WS AFC Cable Pre-Lay Survey Slope 2022 (451)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS RC Cable Pre-Lay Survey Bathymetry 2022 (446)
| High : -32.3798 |
| |
| Low : -661.17 |
WS RC Cable Pre-Lay Survey Hillshade 2022 (447)
WS RC Cable Pre-Lay Survey Slope 2022 (448)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS1 Flowline As-Laid Survey Bathymetry 2021 (437)
| High : -32.3798 |
| |
| Low : -661.17 |
WS1 Flowline As-Laid Survey Hillshade 2021 (438)
WS1 Flowline As-Laid Survey Slope 2021 (439)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS1 Flowline Prelay Bathymetry 2021 (380)
| High : -32.3798 |
| |
| Low : -661.17 |
WS1 Flowline Prelay Hillshade 2021 (381)
WS1 Flowline Prelay Slope 2021 (382)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS DSSIV Spools Bathymetry 2021 (377)
| High : -32.3798 |
| |
| Low : -661.17 |
WS DSSIV Spools Hillshade 2021 (378)
WS DSSIV Spools Slope 2021 (379)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS2 Flowline As-Laid Survey Bathymetry 2021 (434)
| High : -32.3798 |
| |
| Low : -661.17 |
WS2 Flowline As-Laid Survey Hillshade 2021 (435)
WS2 Flowline As-Laid Survey Slope 2021 (436)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS2 Flowline Pre-Lay Bathymetry 2021 (374)
| High : -32.3798 |
| |
| Low : -661.17 |
WS2 Flowline Pre-Lay Hillshade 2021 (375)
WS2 Flowline Pre-Lay Slope 2021 (376)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS DSSIV Control Umbilical As-Laid Bathymetry 2021 (348)
| High : -32.3798 |
| |
| Low : -661.17 |
WS DSSIV Control Umbilical As-Laid Hillshade 2021 (347)
WS DSSIV Control Umbilical As-Laid_Slope 2021 (349)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS1 Production Umbilical As-laid Bathymetry 2021 (365)
| High : -32.3798 |
| |
| Low : -661.17 |
WS1 Production Umbilical As-laid Hillshade 2021 (366)
WS1 Production Umbilical As-laid Slope 2021 (367)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS2 Production Umbilical As-laid Bathymetry 2021 (368)
| High : -32.3798 |
| |
| Low : -661.17 |
WS2 Production Umbilical As-laid Hillshade 2021 (369)
WS2 Production Umbilical As-laid Slope 2021 (370)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS Manifold Bathymetry (53)
| High : -32.3798 |
| |
| Low : -661.17 |
WS Manifold Slope (54)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
WS Manifold Hillshade (55)
SDB Jacket Bathymetry (57)
| High : -91.498 |
| |
| Low : -97.672 |
SDB Jacket Slope (58)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
SDB Jacket Hillshade (59)
Platforms Bathymetry (60)
| High : -59.387 |
| |
| Low : -151.204 |
Platforms Slope (61)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Platforms Hillshade (62)
Flot Tank 1 Bathymetry (64)
| High : -122.203 |
| |
| Low : -166.706 |
Flot Tank 1 Slope (65)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Flot Tank 1 Hillshade (66)
Flot Tank 2 Bathymetry (67)
| High : -164.203 |
| |
| Low : -225.416 |
Flot Tank 2 Slope (68)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Flot Tank 2 Hillshade (69)
Export Crossings Bathymetry (71)
| High : -16.2467 |
| |
| Low : -18.1015 |
Export Crossings Slope (72)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Export Crossings Hillshade (73)
Offshore Post Trenching Bathymetry (74)
| High : -2.68 |
| |
| Low : -15.07 |
Offshore Post Trenching Slope (75)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Offshore Post Trenching Hillshade (76)
Export Route Bathymetry (77)
| High : -10.6477 |
| |
| Low : -103.485 |
Export Route Slope (78)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Export Route Hillshade (79)
Nearshore Prelay Bathymetry (80)
Nearshore Prelay Slope (81)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Nearshore Prelay Hillshade (82)
Nearshore Post Trenching Bathymetry (83)
Nearshore Post Trenching Slope (84)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Nearshore Post Trenching Hillshade (85)
Nearshore Bathymetry (86)
| High : -2.81028 |
| |
| Low : -16.656 |
Nearshore Slope (87)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Nearshore HillShade (88)
Inshore Bathymetry (89)
| High : -1.858 |
| |
| Low : -6.245 |
Inshore Slope (90)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Inshore Hillshade (91)
Bathymetry_SAZ013_DBA_AP (233)
| High : -106.213 |
| |
| Low : -142.671 |
Slope_SAZ013_DBA_AP (234)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ013_DBA_AP (235)
Bathymetry_SAZ013_SD2_PCS_KP 0.0 to 2.5 (236)
| High : -83.5634 |
| |
| Low : -96.1974 |
Slope_SAZ013_SD2_PCS_KP 0.0 to 2.5 (237)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ013_SD2_PCS_KP 0.0 to 2.5 (238)
Bathymetry_SAZ013_SD2_PCS_KP 2.5 to 9.0 (239)
| High : -48.7586 |
| |
| Low : -88.1164 |
Slope_SAZ013_SD2_PCS_KP 2.5 to 9.0 (240)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ013_SD2_PCS_KP 2.5 to 9.0 (241)
Bathymetry_SAZ015_WF_FL_PCS (242)
| High : -105.17 |
| |
| Low : -227.85 |
Slope_SAZ015_WF_FL_PCS (243)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ015_WF_FL_PCS (244)
Bathymetry_SAZ029_PCS_AUV_Box1 (245)
| High : -91.986 |
| |
| Low : -158.299 |
Slope_SAZ029_PCS_AUV_Box1 (246)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ029_PCS_AUV_Box1 (247)
Bathymetry_SAZ029_PCS_AUV_Box2 (248)
| High : -157.626 |
| |
| Low : -252.116 |
Slope_SAZ029_PCS_AUV_Box2 (249)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ029_PCS_AUV_Box2 (250)
Bathymetry_SAZ029_PCS_AUV_Box3 (251)
| High : -196.115 |
| |
| Low : -291.292 |
Slope_SAZ029_PCS_AUV_Box3 (252)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ029_PCS_AUV_Box3 (253)
Bathymetry_SAZ029_PCS_AUV_Box4 (254)
| High : -281.281 |
| |
| Low : -456.239 |
Slope_SAZ029_PCS_AUV_Box4 (255)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ029_PCS_AUV_Box4 (256)
Bathymetry_SAZ029_PCS_AUV_Box5 (257)
| High : -429.01 |
| |
| Low : -515.026 |
Slope_SAZ029_PCS_AUV_Box5 (258)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ029_PCS_AUV_Box5 (259)
Bathymetry_SAZ029_PCS_AUV_Box6 (260)
| High : -487.756 |
| |
| Low : -553.698 |
Slope_SAZ029_PCS_AUV_Box6 (261)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ029_PCS_AUV_Box6 (262)
Bathymetry_SAZ007_FT1_FT2 (264)
| High : -118.929 |
| |
| Low : -230.973 |
Slope_SAZ007_FT1_FT2 (265)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ007_FT1_FT2 (266)
Bathymetry_SAZ007_SAZ013 (267)
| High : -44.3375 |
| |
| Low : -157.43 |
Slope_SAZ007_SAZ013 (268)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ007_SAZ013 (269)
Bathymetry_SAZ029_ACS_R2S (270)
| High : -107.774 |
| |
| Low : -300.275 |
Slope_SAZ029_ACS_R2S (271)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ029_ACS_R2S (272)
Bathymetry_SAZ013 (274)
| High : -41.9758 |
| |
| Low : -121.629 |
Slope_SAZ013 (275)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ013 (276)
Bathymetry_SAZ029_ACS (277)
| High : -107.637 |
| |
| Low : -628.85 |
Slope_SAZ029_ACS (278)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ029_ACS (279)
Bathymetry_SAZ029_AWS1 (280)
| High : -206.808 |
| |
| Low : -289.767 |
Slope_SAZ029_AWS1 (281)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ029_AWS1 (282)
Bathymetry_SAZ029_AWS2 (283)
| High : -229.645 |
| |
| Low : -318.862 |
Slope_SAZ029_AWS2 (284)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ029_AWS2 (285)
Bathymetry_SAZ029_AWS3 (286)
| High : -356.9 |
| |
| Low : -435.299 |
Slope_SAZ029_AWS3 (287)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ029_AWS3 (288)
Bathymetry_SAZ029_AWS4 (289)
| High : -357.733 |
| |
| Low : -433.48 |
Slope_SAZ029_AWS4 (290)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ029_AWS4 (291)
Bathymetry_SAZ029_AWS5 (292)
| High : -356.706 |
| |
| Low : -420.036 |
Slope_SAZ029_AWS5 (293)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ029_AWS5 (294)
Bathymetry_SAZ029_AWS6 (295)
| High : -344.414 |
| |
| Low : -404.3 |
Slope_SAZ029_AWS6 (296)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ029_AWS6 (297)
Bathymetry_SAZ029_PLBH_R2S (298)
| High : -60.0643 |
| |
| Low : -281.934 |
Slope_SAZ029_PLBH_R2S (299)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Hillshade_SAZ029_PLBH_R2S (300)
Flowlines Box 1 Hillshade (322)
Flowlines Box 1 Slope (323)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Flowlines Box 1 Bathymetry (324)
| High : -91.986 |
| |
| Low : -158.299 |
Flowlines Box 2 Hillshade (325)
Flowlines Box 2 Slope (326)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Flowlines Box 2 Bathymetry (327)
| High : -157.626 |
| |
| Low : -252.116 |
Flowlines Box 3 Hillshade (328)
Flowlines Box 3 Slope (329)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Flowlines Box 3 Bathymetry (330)
| High : -196.115 |
| |
| Low : -291.292 |
Flowlines Box 4 Hillshade (331)
Flowlines Box 4 Slope (332)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Flowlines Box 4 Bathymetry (333)
| High : -281.281 |
| |
| Low : -456.239 |
Flowlines Box 5 Hillshade (334)
Flowlines Box 5 Slope (335)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Flowlines Box 5 Bathymetry (336)
| High : -429.01 |
| |
| Low : -515.026 |
SAZ029ACS_01_Hillshade (337)
SAZ029ACS_01_Slope (338)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
SAZ029ACS_01_Bathymetry (339)
| High : -107.774 |
| |
| Low : -300.275 |
Infield Bathymetry (93)
| High : -32.3798 |
| |
| Low : -661.17 |
Infield Slope (94)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
Infield Hillshade (95)
ATA Harbour 2016 Bathymetry (97)
| High : -4.393 |
| |
| Low : -9.855 |
ATA Harbour 2016 Slope (98)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
ATA Harbour 2016 Hillshade (99)
BDWJF Harbour 2016 Bathymetry (100)
| High : -0.943333 |
| |
| Low : -12.0733 |
BDWJF Harbour 2016 Slope (101)
| 0 - 1 |
| 1.1 - 2 |
| 2.1 - 5 |
| 5.1 - 10 |
| 10.1 - 15 |
| 15.1 - 20 |
| >20 |
BDWJF Harbour 2016 Hillshade (102)
Ortho Baku [2015] (0)
| Red: Band_1 |
| Green: Band_2 |
| Blue: Band_3 |
|