Phase 2 · In operationSample data. Live processing in progress
91total alerts
7critical
46elevated
38watch

Active alerts

SeverityPoint / DistrictMessageDate
CriticalA-08
Palm Jumeirah
Trend break in 2019-03: fitted rate change of +1.9 mm/yr (acceleration). Review against the configured thresholds.2019-03
CriticalA-21
Palm Jumeirah
Trend break in 2023-08: fitted rate change of +1.6 mm/yr (acceleration). Review against the configured thresholds.2023-08
CriticalA-22
Palm Jumeirah
Trend break in 2024-05: fitted rate change of +1.9 mm/yr (acceleration). Review against the configured thresholds.2024-05
CriticalB-01
Dubai Marina
Trend break in 2018-05: fitted rate change of +1.8 mm/yr (acceleration). Review against the configured thresholds.2018-05
CriticalB-14
Dubai Marina
Trend break in 2019-06: fitted rate change of +2.6 mm/yr (acceleration). Review against the configured thresholds.2019-06
CriticalB-17
Dubai Marina
Trend break in 2022-10: fitted rate change of +1.8 mm/yr (acceleration). Review against the configured thresholds.2022-10
CriticalB-19
Dubai Marina
Trend break in 2019-11: fitted rate change of +3.0 mm/yr (acceleration). Review against the configured thresholds.2019-11
ElevatedA-01
Palm Jumeirah
Differential motion of +7.9 mm/yr against neighboring points, above the 2 mm/yr screening flag. Uneven displacement carries the structural relevance.ongoing
ElevatedA-01
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-03
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-04
Palm Jumeirah
Differential motion of +2.7 mm/yr against neighboring points, above the 2 mm/yr screening flag. Uneven displacement carries the structural relevance.ongoing
ElevatedA-04
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 8 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-07
Palm Jumeirah
Differential motion of +3.7 mm/yr against neighboring points, above the 2 mm/yr screening flag. Uneven displacement carries the structural relevance.ongoing
ElevatedA-07
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-08
Palm Jumeirah
Differential motion of +7.9 mm/yr against neighboring points, above the 2 mm/yr screening flag. Uneven displacement carries the structural relevance.ongoing
ElevatedA-09
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-10
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-11
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-12
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-13
Palm Jumeirah
Differential motion of +5.0 mm/yr against neighboring points, above the 2 mm/yr screening flag. Uneven displacement carries the structural relevance.ongoing
ElevatedA-13
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-14
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-15
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-16
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-17
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-18
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 4 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-19
Palm Jumeirah
Differential motion of +5.0 mm/yr against neighboring points, above the 2 mm/yr screening flag. Uneven displacement carries the structural relevance.ongoing
ElevatedA-20
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-21
Palm Jumeirah
Differential motion of +7.1 mm/yr against neighboring points, above the 2 mm/yr screening flag. Uneven displacement carries the structural relevance.ongoing
ElevatedA-22
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-23
Palm Jumeirah
Differential motion of +2.6 mm/yr against neighboring points, above the 2 mm/yr screening flag. Uneven displacement carries the structural relevance.ongoing
ElevatedA-23
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 8 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-24
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-25
Palm Jumeirah
Differential motion of +7.1 mm/yr against neighboring points, above the 2 mm/yr screening flag. Uneven displacement carries the structural relevance.ongoing
ElevatedA-25
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-26
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-27
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-28
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-29
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-30
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedA-31
Palm Jumeirah
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedB-02
Dubai Marina
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedB-03
Dubai Marina
Differential motion of +3.3 mm/yr against neighboring points, above the 2 mm/yr screening flag. Uneven displacement carries the structural relevance.ongoing
ElevatedB-03
Dubai Marina
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedB-04
Dubai Marina
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 1 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedB-07
Dubai Marina
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedB-13
Dubai Marina
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedB-14
Dubai Marina
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedB-15
Dubai Marina
Differential motion of +3.4 mm/yr against neighboring points, above the 2 mm/yr screening flag. Uneven displacement carries the structural relevance.ongoing
ElevatedB-18
Dubai Marina
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 8 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedB-20
Dubai Marina
Differential motion of +3.4 mm/yr against neighboring points, above the 2 mm/yr screening flag. Uneven displacement carries the structural relevance.ongoing
ElevatedB-20
Dubai Marina
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
ElevatedB-21
Dubai Marina
At the observed rate, cumulative settlement is projected to reach the approximately 25 mm isolated footing reference in about 0 years. Foundation type dependent; piled structures transfer load below the fill.ongoing
WatchA-01
Palm Jumeirah
Trend break in 2017-11: fitted rate change of +3.3 mm/yr (deceleration). Review against the configured thresholds.2017-11
WatchA-02
Palm Jumeirah
Trend break in 2023-09: fitted rate change of +1.7 mm/yr (deceleration). Review against the configured thresholds.2023-09
WatchA-03
Palm Jumeirah
Trend break in 2017-11: fitted rate change of +3.5 mm/yr (deceleration). Review against the configured thresholds.2017-11
WatchA-04
Palm Jumeirah
Trend break in 2020-11: fitted rate change of +1.9 mm/yr (deceleration). Review against the configured thresholds.2020-11
WatchA-07
Palm Jumeirah
Trend break in 2018-04: fitted rate change of +2.4 mm/yr (deceleration). Review against the configured thresholds.2018-04
WatchA-09
Palm Jumeirah
Trend break in 2017-11: fitted rate change of +4.2 mm/yr (deceleration). Review against the configured thresholds.2017-11
WatchA-10
Palm Jumeirah
Trend break in 2018-02: fitted rate change of +2.9 mm/yr (deceleration). Review against the configured thresholds.2018-02
WatchA-11
Palm Jumeirah
Trend break in 2017-11: fitted rate change of +2.7 mm/yr (deceleration). Review against the configured thresholds.2017-11
WatchA-12
Palm Jumeirah
Trend break in 2017-12: fitted rate change of +2.5 mm/yr (deceleration). Review against the configured thresholds.2017-12
WatchA-13
Palm Jumeirah
Trend break in 2018-12: fitted rate change of +3.2 mm/yr (deceleration). Review against the configured thresholds.2018-12
WatchA-14
Palm Jumeirah
Trend break in 2019-03: fitted rate change of +3.2 mm/yr (deceleration). Review against the configured thresholds.2019-03
WatchA-15
Palm Jumeirah
Trend break in 2019-02: fitted rate change of +2.5 mm/yr (deceleration). Review against the configured thresholds.2019-02
WatchA-16
Palm Jumeirah
Trend break in 2018-02: fitted rate change of +2.0 mm/yr (deceleration). Review against the configured thresholds.2018-02
WatchA-17
Palm Jumeirah
Trend break in 2018-06: fitted rate change of +3.1 mm/yr (deceleration). Review against the configured thresholds.2018-06
WatchA-18
Palm Jumeirah
Trend break in 2017-11: fitted rate change of +2.0 mm/yr (deceleration). Review against the configured thresholds.2017-11
WatchA-19
Palm Jumeirah
Trend break in 2020-03: fitted rate change of +1.6 mm/yr (deceleration). Review against the configured thresholds.2020-03
WatchA-20
Palm Jumeirah
Trend break in 2017-11: fitted rate change of +3.4 mm/yr (deceleration). Review against the configured thresholds.2017-11
WatchA-24
Palm Jumeirah
Trend break in 2019-07: fitted rate change of +2.7 mm/yr (deceleration). Review against the configured thresholds.2019-07
WatchA-25
Palm Jumeirah
Trend break in 2017-12: fitted rate change of +3.5 mm/yr (deceleration). Review against the configured thresholds.2017-12
WatchA-26
Palm Jumeirah
Trend break in 2018-02: fitted rate change of +2.4 mm/yr (deceleration). Review against the configured thresholds.2018-02
WatchA-27
Palm Jumeirah
Trend break in 2019-03: fitted rate change of +2.2 mm/yr (deceleration). Review against the configured thresholds.2019-03
WatchA-28
Palm Jumeirah
Trend break in 2018-02: fitted rate change of +2.4 mm/yr (deceleration). Review against the configured thresholds.2018-02
WatchA-29
Palm Jumeirah
Trend break in 2018-04: fitted rate change of +3.1 mm/yr (deceleration). Review against the configured thresholds.2018-04
WatchA-30
Palm Jumeirah
Trend break in 2018-03: fitted rate change of +2.4 mm/yr (deceleration). Review against the configured thresholds.2018-03
WatchA-31
Palm Jumeirah
Trend break in 2018-05: fitted rate change of +2.2 mm/yr (deceleration). Review against the configured thresholds.2018-05
WatchB-02
Dubai Marina
Trend break in 2018-11: fitted rate change of +2.1 mm/yr (deceleration). Review against the configured thresholds.2018-11
WatchB-03
Dubai Marina
Trend break in 2018-01: fitted rate change of +2.1 mm/yr (deceleration). Review against the configured thresholds.2018-01
WatchB-04
Dubai Marina
Trend break in 2022-09: fitted rate change of +2.0 mm/yr (deceleration). Review against the configured thresholds.2022-09
WatchB-05
Dubai Marina
Trend break in 2022-08: fitted rate change of +1.7 mm/yr (deceleration). Review against the configured thresholds.2022-08
WatchB-07
Dubai Marina
Trend break in 2020-03: fitted rate change of +2.6 mm/yr (deceleration). Review against the configured thresholds.2020-03
WatchB-11
Dubai Marina
Trend break in 2018-02: fitted rate change of +1.7 mm/yr (deceleration). Review against the configured thresholds.2018-02
WatchB-12
Dubai Marina
Trend break in 2024-04: fitted rate change of +1.5 mm/yr (deceleration). Review against the configured thresholds.2024-04
WatchB-13
Dubai Marina
Trend break in 2019-10: fitted rate change of +2.4 mm/yr (deceleration). Review against the configured thresholds.2019-10
WatchB-16
Dubai Marina
Trend break in 2020-01: fitted rate change of +2.0 mm/yr (deceleration). Review against the configured thresholds.2020-01
WatchB-18
Dubai Marina
Trend break in 2022-05: fitted rate change of +1.7 mm/yr (deceleration). Review against the configured thresholds.2022-05
WatchB-20
Dubai Marina
Trend break in 2017-11: fitted rate change of +2.2 mm/yr (deceleration). Review against the configured thresholds.2017-11
WatchB-21
Dubai Marina
Trend break in 2018-08: fitted rate change of +2.5 mm/yr (deceleration). Review against the configured thresholds.2018-08
WatchB-22
Dubai Marina
Trend break in 2018-08: fitted rate change of +1.7 mm/yr (deceleration). Review against the configured thresholds.2018-08

Notification previews

Email preview

TerraWatch Alert: Critical

Point: A-08 · Palm Jumeirah

Trend break in 2019-03: fitted rate change of +1.9 mm/yr (acceleration). Review against the configured thresholds.

Date: 2019-03

WhatsApp preview

TerraWatch: Critical alert

Point A-08 (Palm Jumeirah)

Trend break in 2019-03: fitted rate change of +1.9 mm/yr (acceleration). Review against the configured thresholds.

2019-03

Alert conditions derive from the same gated InSAR analysis as the point dossier and inherit the same sample or live labeling as the current session. Alerts are reviewed by a qualified analyst before delivery. Phase 2 · In operation