id string | tile_id string | task string | question string | answer string | answer_value unknown | answer_type string | rendered_target_value string | decision_value string | target_column string | phrase_id int64 | split string | training_target string | target_format string | response_instruction string |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
C51:E56N23_x5672050_y2300050:p05 | E56N23_x5672050_y2300050 | C51 | Please summarize monitoring priority for this area. | This area has no additional monitoring priority. | "none" | categorical | null | none | C51_monitoring_priority | 5 | train | This area has no additional monitoring priority. | natural | |
B31:E47N23_x4760050_y2306050:p15 | E47N23_x4760050_y2306050 | B31 | What conclusion can be drawn about sinking tail velocity here? | The sinking-tail velocity is -1.50 mm/yr at the 10th percentile. | -1.5 | numeric | -1.50 | null | B31_velocity_p10_mm_yr | 15 | train | The sinking-tail velocity is -1.50 mm/yr at the 10th percentile. | natural | |
A21:E34N27_x3490050_y2718050:p17 | E34N27_x3490050_y2718050 | A21 | How does this area look in terms of temporal reconstruction quality? | The reconstructed deformation history has a normalized mean-squared error of 0.050 z^2. | 0.0500394776 | numeric | 0.050 | null | A21_masked_global_mse_z | 17 | train | The reconstructed deformation history has a normalized mean-squared error of 0.050 z^2. | natural | |
X26:E57N14_x5790050_y1485850:p07 | E57N14_x5790050_y1485850 | X26 | For this area, can you rank this exact area against every other possible location? | I cannot assign an open-ended rank such as the worst site in Europe without a defined comparison set and ranking method. I can report only the predefined relative severity and rarity classes. | "refusal" | refusal | null | refusal | X26_unsupported_ranking_superlative_refusal | 7 | train | I cannot assign an open-ended rank such as the worst site in Europe without a defined comparison set and ranking method. I can report only the predefined relative severity and rarity classes. | natural | |
S12:E44N27_x4478050_y2760050:p14 | E44N27_x4478050_y2760050 | S12 | For a ground-motion screening report, how close is this area to its nearest reference profile? | The distance to the nearest reference profile is 0.093. | 0.09293586 | numeric | 0.093 | null | S12_reference_anchor_distance | 14 | train | The distance to the nearest reference profile is 0.093. | natural | |
B41:E56N17_x5642050_y1718050:p09 | E56N17_x5642050_y1718050 | B41 | What is the result for acceleration strength in this area? | The acceleration magnitude is 0.550 mm/yr^2 at the 90th percentile. | 0.5500000119 | numeric | 0.550 | null | B41_acc_abs_p90 | 9 | train | The acceleration magnitude is 0.550 mm/yr^2 at the 90th percentile. | natural | |
S32:E43N22_x4351950_y2284050:p06 | E43N22_x4351950_y2284050 | S32 | What should I know about relationship between representation rarity and monitoring severity here? | Representation rarity and monitoring severity are closely aligned. | "aligned" | categorical | null | aligned | S32_representation_monitoring_rarity_relation | 6 | train | Representation rarity and monitoring severity are closely aligned. | natural | |
D35:E30N18_x3042050_y1824050:p09 | E30N18_x3042050_y1824050 | D35 | What is the result for intensification hotspot location in this area? | The main intensification hotspot is not detected. | "none" | categorical | null | none | D35_intensification_hotspot_location | 9 | train | The main intensification hotspot is not detected. | natural | |
B35:E50N19_x5042050_y1930050:p12 | E50N19_x5042050_y1930050 | B35 | What do the historical measurements show about worst-point significance? | The worst local motion has moderate statistical significance. | "moderate" | categorical | null | moderate | B35_worst_point_significance | 12 | train | The worst local motion has moderate statistical significance. | natural | |
C13:E53N20_x5354050_y2018050:p18 | E53N20_x5354050_y2018050 | C13 | Please give the area-level result for location of the strongest moving bin. | The strongest moving part is in row 6, column 3 of the 8-by-8 monitoring grid. | "r5c2" | categorical | null | r5c2 | C13_moving_bin_location | 18 | train | The strongest moving part is in row 6, column 3 of the 8-by-8 monitoring grid. | natural | |
S14:E49N29_x4906050_y2972050:p02 | E49N29_x4906050_y2972050 | S14 | Based on the available deformation measurements, is the reference-profile assignment clear or borderline? | The reference-profile assignment is transitional or only weakly matched. | "transition_or_weakly_anchored" | categorical | null | transition_or_weakly_anchored | S14_reference_assignment_status | 2 | train | The reference-profile assignment is transitional or only weakly matched. | natural | |
B21:E35N31_x3584050_y3173050:p04 | E35N31_x3584050_y3173050 | B21 | How would you assess mean vertical velocity in this area? | The mean vertical ground velocity is -1.27 mm/yr. | -1.2708892244 | numeric | -1.27 | null | B21_mean_velocity_mm_yr | 4 | train | The mean vertical ground velocity is -1.27 mm/yr. | natural | |
B31:E50N27_x5000050_y2766050:p11 | E50N27_x5000050_y2766050 | B31 | Please report sinking tail velocity for this area. | The sinking-tail velocity is -0.700 mm/yr at the 10th percentile. | -0.6999999881 | numeric | -0.700 | null | B31_velocity_p10_mm_yr | 11 | train | The sinking-tail velocity is -0.700 mm/yr at the 10th percentile. | natural | |
C22:E29N20_x2900050_y2060050:p04 | E29N20_x2900050_y2060050 | C22 | How would you assess motion concentration class in this area? | The deformation pattern is mildly concentrated. | "mildly_concentrated" | categorical | null | mildly_concentrated | C22_spatial_concentration_class | 4 | train | The deformation pattern is mildly concentrated. | natural | |
D24:E54N15_x5484450_y1553150:p12 | E54N15_x5484450_y1553150 | D24 | What do the historical measurements show about seasonal amplitude change? | The change in seasonal deformation amplitude over the observation period is -0.036 mm. | -0.0357147574 | numeric | -0.036 | null | D24_seasonal_amplitude_change_mm | 12 | train | The change in seasonal deformation amplitude over the observation period is -0.036 mm. | natural | |
D35:E48N28_x4866050_y2812050:p18 | E48N28_x4866050_y2812050 | D35 | Please give the area-level result for intensification hotspot location. | The main intensification hotspot is row 4, column 4 of the 8-by-8 monitoring grid. | "r3c3" | categorical | null | r3c3 | D35_intensification_hotspot_location | 18 | train | The main intensification hotspot is row 4, column 4 of the 8-by-8 monitoring grid. | natural | |
D24:E34N23_x3400050_y2306050:p09 | E34N23_x3400050_y2306050 | D24 | What is the result for seasonal amplitude change in this area? | The change in seasonal deformation amplitude over the observation period is 0.141 mm. | 0.1409638224 | numeric | 0.141 | null | D24_seasonal_amplitude_change_mm | 9 | train | The change in seasonal deformation amplitude over the observation period is 0.141 mm. | natural | |
D33:E39N28_x3948050_y2848050:p07 | E39N28_x3948050_y2848050 | D33 | For monitoring purposes, how broadly is intensification distributed in the area? | The spatial spread of intensification is 0.340 mm/yr^2. | 0.3399999849 | numeric | 0.340 | null | D33_intensification_spread_mm_yr2 | 7 | train | The spatial spread of intensification is 0.340 mm/yr^2. | natural | |
A21:E44N23_x4442050_y2378050:p00 | E44N23_x4442050_y2378050 | A21 | How well can the historical deformation time series be reconstructed? | The reconstructed deformation history has a normalized mean-squared error of 0.091 z^2. | 0.0911246166 | numeric | 0.091 | null | A21_masked_global_mse_z | 0 | train | The reconstructed deformation history has a normalized mean-squared error of 0.091 z^2. | natural | |
B34:E36N31_x3618050_y3174950:p03 | E36N31_x3618050_y3174950 | B34 | What does the deformation record indicate about uplift versus non-uplift direction? | The dominant vertical-motion direction is not uplift. | "non_uplift" | categorical | null | non_uplift | B34_uplift_protected_direction | 3 | train | The dominant vertical-motion direction is not uplift. | natural | |
D31:E43N28_x4306050_y2884050:p01 | E43N28_x4306050_y2884050 | D31 | Could you tell me: is the ground motion intensifying recently? | Recent motion intensification is 0.030 mm/yr^2. | 0.0299999993 | numeric | 0.030 | null | D31_motion_intensification_mm_yr2 | 1 | train | Recent motion intensification is 0.030 mm/yr^2. | natural | |
S31:E35N26_x3584050_y2630050:p15 | E35N26_x3584050_y2630050 | S31 | What conclusion can be drawn about gap between representation rarity and monitoring severity here? | The signed percentile gap between representation rarity and monitoring severity is -52.866. | -52.866 | numeric | -52.866 | null | S31_representation_monitoring_rarity_gap_p | 15 | train | The signed percentile gap between representation rarity and monitoring severity is -52.866. | natural | |
A51:E39N28_x3906050_y2884050:p18 | E39N28_x3906050_y2884050 | A51 | Please give the area-level result for monitoring usability. | This tile is usable for monitoring. | "usable" | categorical | null | usable | A51_monitoring_usability_class | 18 | train | This tile is usable for monitoring. | natural | |
B32:E47N20_x4766050_y2090050:p17 | E47N20_x4766050_y2090050 | B32 | How does this area look in terms of upper-tail vertical velocity? | The upper-tail vertical velocity is -0.500 mm/yr. | -0.5 | numeric | -0.500 | null | B32_velocity_p90_mm_yr | 17 | train | The upper-tail vertical velocity is -0.500 mm/yr. | natural | |
D12:E36N23_x3624050_y2360050:p10 | E36N23_x3624050_y2360050 | D12 | How should trend curvature strength be described here? | The long-term trend curvature strength is 0.044. | 0.043590638 | numeric | 0.044 | null | D12_curvature_strength | 10 | train | The long-term trend curvature strength is 0.044. | natural | |
S31:E63N16_x6353950_y1606050:p05 | E63N16_x6353950_y1606050 | S31 | Please summarize gap between representation rarity and monitoring severity for this area. | The signed percentile gap between representation rarity and monitoring severity is -3.502. | -3.502125 | numeric | -3.502 | null | S31_representation_monitoring_rarity_gap_p | 5 | train | The signed percentile gap between representation rarity and monitoring severity is -3.502. | natural | |
X11:E45N33_x4584050_y3396050:p14 | E45N33_x4584050_y3396050 | X11 | Can you answer this from the EGMS record: what is the cause of the deformation in this area? | I cannot determine the cause from deformation measurements alone. They describe how the ground moved, while causal attribution requires external evidence such as geology, groundwater, construction, or mining records. | "refusal" | refusal | null | refusal | X11_causal_attribution_refusal | 14 | train | I cannot determine the cause from deformation measurements alone. They describe how the ground moved, while causal attribution requires external evidence such as geology, groundwater, construction, or mining records. | natural | |
S12:E39N32_x3990050_y3290050:p19 | E39N32_x3990050_y3290050 | S12 | From a monitoring perspective, how close is this area to its nearest reference profile? | The distance to the nearest reference profile is 0.497. | 0.49703634 | numeric | 0.497 | null | S12_reference_anchor_distance | 19 | train | The distance to the nearest reference profile is 0.497. | natural | |
D42:E34N38_x3454050_y3806050:p10 | E34N38_x3454050_y3806050 | D42 | How should temporal evolution pattern be described here? | The temporal evolution is a mixture of trend and acceleration. | "trend_acceleration_mixed" | categorical | null | trend_acceleration_mixed | D42_temporal_evolution_archetype | 10 | train | The temporal evolution is a mixture of trend and acceleration. | natural | |
S33:E33N34_x3375250_y3448050:p06 | E33N34_x3375250_y3448050 | S33 | What should I know about most distinctive monitoring dimension here? | The area is most distinctive in its spatial behavior. | "spatial" | categorical | null | spatial | S33_monitoring_distinctive_dimension | 6 | train | The area is most distinctive in its spatial behavior. | natural | |
B33:E33N19_x3366050_y1942050:p11 | E33N19_x3366050_y1942050 | B33 | Please report strongest local motion magnitude for this area. | The absolute vertical velocity is 2.80 mm/yr at the 90th percentile. | 2.8 | numeric | 2.80 | null | B33_vel_abs_p90_mm_yr | 11 | train | The absolute vertical velocity is 2.80 mm/yr at the 90th percentile. | natural | |
B36:E30N20_x3018050_y2066050:p07 | E30N20_x3018050_y2066050 | B36 | For monitoring purposes, how unusual is this area's velocity compared with the European background? | The area's vertical velocity is within the lower part of the typical European range. | "typ_low" | categorical | null | typ_low | B36_european_velocity_typicality | 7 | train | The area's vertical velocity is within the lower part of the typical European range. | natural | |
A21:E41N24_x4136050_y2484050:p10 | E41N24_x4136050_y2484050 | A21 | How should temporal reconstruction quality be described here? | The reconstructed deformation history has a normalized mean-squared error of 0.159 z^2. | 0.1589402407 | numeric | 0.159 | null | A21_masked_global_mse_z | 10 | train | The reconstructed deformation history has a normalized mean-squared error of 0.159 z^2. | natural | |
X25:E56N25_x5630050_y2596050:p10 | E56N25_x5630050_y2596050 | X25 | Can you answer this from the EGMS record: what is happening in this area today? | I cannot report live conditions beyond the historical observation period because these measurements are not a real-time feed. I can describe what was observed during the available period. | "refusal" | refusal | null | refusal | X25_live_status_refusal | 10 | train | I cannot report live conditions beyond the historical observation period because these measurements are not a real-time feed. I can describe what was observed during the available period. | natural | |
D11:E33N21_x3372050_y2190050:p15 | E33N21_x3372050_y2190050 | D11 | What conclusion can be drawn about long-term trend shape here? | The long-term deformation follows an approximately linear trend. | "linear_trend" | categorical | null | linear_trend | D11_long_term_trend_shape | 15 | train | The long-term deformation follows an approximately linear trend. | natural | |
B41:E32N16_x3242050_y1609650:p07 | E32N16_x3242050_y1609650 | B41 | For monitoring purposes, how strong is the recent acceleration signal? | The acceleration magnitude is 0.490 mm/yr^2 at the 90th percentile. | 0.4900000095 | numeric | 0.490 | null | B41_acc_abs_p90 | 7 | train | The acceleration magnitude is 0.490 mm/yr^2 at the 90th percentile. | natural | |
C13:E35N35_x3530050_y3566050:p13 | E35N35_x3530050_y3566050 | C13 | Can you assess location of the strongest moving bin from this area's deformation record? | The strongest moving part is in row 4, column 8 of the 8-by-8 monitoring grid. | "r3c7" | categorical | null | r3c7 | C13_moving_bin_location | 13 | train | The strongest moving part is in row 4, column 8 of the 8-by-8 monitoring grid. | natural | |
D13:E47N19_x4778050_y1978050:p01 | E47N19_x4778050_y1978050 | D13 | Could you tell me: how confident is the strongest detected change point? | The strongest detected change point has a confidence score of 0.148. | 0.1481760512 | numeric | 0.148 | null | D13_changepoint_strength | 1 | train | The strongest detected change point has a confidence score of 0.148. | natural | |
A41:E29N18_x2936050_y1818050:p15 | E29N18_x2936050_y1818050 | A41 | What conclusion can be drawn about measurement noise here? | The median measurement uncertainty is 1.30 mm. | 1.3 | numeric | 1.30 | null | A41_median_rmse_mm | 15 | train | The median measurement uncertainty is 1.30 mm. | natural | |
D42:E51N18_x5168750_y1884550:p19 | E51N18_x5168750_y1884550 | D42 | From a monitoring perspective, what overall time-evolution pattern does this area show? | The temporal evolution is a mixture of seasonal motion and acceleration. | "seasonal_acceleration_mixed" | categorical | null | seasonal_acceleration_mixed | D42_temporal_evolution_archetype | 19 | train | The temporal evolution is a mixture of seasonal motion and acceleration. | natural | |
D33:E37N27_x3712050_y2790050:p01 | E37N27_x3712050_y2790050 | D33 | Could you tell me: how broadly is intensification distributed in the area? | The spatial spread of intensification is 0.350 mm/yr^2. | 0.34999999400000004 | numeric | 0.350 | null | D33_intensification_spread_mm_yr2 | 1 | train | The spatial spread of intensification is 0.350 mm/yr^2. | natural | |
D42:E41N33_x4142050_y3378050:p08 | E41N33_x4142050_y3378050 | D42 | Looking at the observed ground motion, what overall time-evolution pattern does this area show? | The temporal evolution is dominated by seasonal motion with inconsistent phase. | "incoherent_seasonal_dominated" | categorical | null | incoherent_seasonal_dominated | D42_temporal_evolution_archetype | 8 | train | The temporal evolution is dominated by seasonal motion with inconsistent phase. | natural | |
B12:E36N23_x3624050_y2312050:p01 | E36N23_x3624050_y2312050 | B12 | Could you tell me: does this area show a clear average subsidence signal? | This area shows a clear average subsidence signal. | "clear_subsidence" | categorical | null | clear_subsidence | B12_clear_subsidence_class | 1 | train | This area shows a clear average subsidence signal. | natural | |
D33:E46N27_x4600050_y2706050:p11 | E46N27_x4600050_y2706050 | D33 | Please report spread of intensification for this area. | The spatial spread of intensification is 0.747 mm/yr^2. | 0.7469999999 | numeric | 0.747 | null | D33_intensification_spread_mm_yr2 | 11 | train | The spatial spread of intensification is 0.747 mm/yr^2. | natural | |
S41:E44N24_x4406050_y2400050:p13 | E44N24_x4406050_y2400050 | S41 | Can you assess learned local-structure strength from this area's deformation record? | The learned local-structure strength is 0.121. | 0.1213065765 | numeric | 0.121 | null | S41_encoder_perceived_local_structure_strength | 13 | train | The learned local-structure strength is 0.121. | natural | |
B12:E37N18_x3742050_y1869850:p05 | E37N18_x3742050_y1869850 | B12 | Please summarize clear average subsidence for this area. | This area shows a clear average subsidence signal. | "clear_subsidence" | categorical | null | clear_subsidence | B12_clear_subsidence_class | 5 | train | This area shows a clear average subsidence signal. | natural | |
X32:E39N24_x3912050_y2424050:p19 | E39N24_x3912050_y2424050 | X32 | A monitoring user asks, "Does the representation show what caused the deformation?" What should you say? | I cannot use representation similarity, profile membership, or rarity as proof of a real-world cause. Those quantities describe learned patterns, not causal mechanisms. | "refusal" | refusal | null | refusal | X32_representation_causality_refusal | 19 | train | I cannot use representation similarity, profile membership, or rarity as proof of a real-world cause. Those quantities describe learned patterns, not causal mechanisms. | natural | |
S21:E32N19_x3218050_y1972050:p17 | E32N19_x3218050_y1972050 | S21 | How does this area look in terms of representation isolation? | The representation isolation score is 0.081. | 0.0808863789 | numeric | 0.081 | null | S21_local_isolation_score | 17 | train | The representation isolation score is 0.081. | natural | |
B11:E27N18_x2706050_y1806050:p05 | E27N18_x2706050_y1806050 | B11 | Please summarize average subsidence signal strength for this area. | The average subsidence signal-to-noise ratio is 1.23. | 1.2334280748 | numeric | 1.23 | null | B11_subsidence_snr | 5 | train | The average subsidence signal-to-noise ratio is 1.23. | natural | |
B51:E28N20_x2884050_y2018050:p00 | E28N20_x2884050_y2018050 | B51 | How strong is the seasonal deformation component? | The seasonal deformation amplitude is 1.00 mm at the 90th percentile. | 1 | numeric | 1.00 | null | B51_seasonality_p90 | 0 | train | The seasonal deformation amplitude is 1.00 mm at the 90th percentile. | natural | |
C33:E44N33_x4436050_y3336050:p08 | E44N33_x4436050_y3336050 | C33 | Looking at the observed ground motion, how sharp is the deformation front? | The strongest deformation front is moderately sharp. | "moderate" | categorical | null | moderate | C33_deformation_front_strength_class | 8 | train | The strongest deformation front is moderately sharp. | natural | |
D21:E46N28_x4648050_y2800050:p16 | E46N28_x4648050_y2800050 | D21 | Using the available observations, in which season does the deformation cycle peak? | The seasonal deformation has no clear seasonal peak. | "no_clear_seasonal_peak" | categorical | null | no_clear_seasonal_peak | D21_dominant_seasonal_peak | 16 | train | The seasonal deformation has no clear seasonal peak. | natural | |
D33:E48N19_x4872050_y1990050:p13 | E48N19_x4872050_y1990050 | D33 | Can you assess spread of intensification from this area's deformation record? | This result is not available for this area because the measurements do not meet the requirements for this calculation. | "__not_available__" | missing | null | not_available | D33_intensification_spread_mm_yr2 | 13 | train | This result is not available for this area because the measurements do not meet the requirements for this calculation. | natural | |
A11:E35N17_x3565250_y1794250:p02 | E35N17_x3565250_y1794250 | A11 | Based on the available deformation measurements, how sensitive is the area summary if some radar points are missing? | The normalized angular change in the area summary after removing most observations is 0.00398. | 0.0039810185 | numeric | 0.00398 | null | A11_global_angular_drift | 2 | train | The normalized angular change in the area summary after removing most observations is 0.00398. | natural | |
B22:E30N23_x3024050_y2342050:p19 | E30N23_x3024050_y2342050 | B22 | From a monitoring perspective, how severe is the average subsidence in this area? | Average vertical motion is in the middle severity band. | "mid" | categorical | null | mid | B22_mean_subsidence_intensity_band | 19 | train | Average vertical motion is in the middle severity band. | natural | |
C11:E30N23_x3066050_y2324050:p16 | E30N23_x3066050_y2324050 | C11 | Using the available observations, what fraction of the observed points are moving beyond noise? | The fraction of observed points moving beyond their noise level is 0.543. | 0.543470483 | numeric | 0.543 | null | C11_noise_aware_moving_fraction | 16 | train | The fraction of observed points moving beyond their noise level is 0.543. | natural | |
C21:E54N22_x5460050_y2272050:p00 | E54N22_x5460050_y2272050 | C21 | How concentrated is the deformation pattern? | The spatial concentration score is 0.187, with larger values indicating more localized motion. | 0.1865380953 | numeric | 0.187 | null | C21_spatial_concentration_score | 0 | train | The spatial concentration score is 0.187, with larger values indicating more localized motion. | natural | |
D14:E46N29_x4612050_y2990050:p06 | E46N29_x4612050_y2990050 | D14 | What should I know about timing of the strongest change point here? | This result is not available for this area because the measurements do not meet the requirements for this calculation. | "__not_available__" | missing | null | not_available | D14_dominant_changepoint_time_year | 6 | train | This result is not available for this area because the measurements do not meet the requirements for this calculation. | natural | |
A21:E41N30_x4148050_y3024050:p09 | E41N30_x4148050_y3024050 | A21 | What is the result for temporal reconstruction quality in this area? | The reconstructed deformation history has a normalized mean-squared error of 0.035 z^2. | 0.035433027900000004 | numeric | 0.035 | null | A21_masked_global_mse_z | 9 | train | The reconstructed deformation history has a normalized mean-squared error of 0.035 z^2. | natural | |
A32:E52N19_x5236050_y1906050:p16 | E52N19_x5236050_y1906050 | A32 | Using the available observations, is the radar point coverage dense enough for monitoring? | Radar observations are well spread across the area. | "well_spread" | categorical | null | well_spread | A32_spatial_coverage_class | 16 | train | Radar observations are well spread across the area. | natural | |
X26:E52N26_x5242050_y2624050:p19 | E52N26_x5242050_y2624050 | X26 | A monitoring user asks, "Where does this tile rank globally among all assets?" What should you say? | I cannot assign an open-ended rank such as the worst site in Europe without a defined comparison set and ranking method. I can report only the predefined relative severity and rarity classes. | "refusal" | refusal | null | refusal | X26_unsupported_ranking_superlative_refusal | 19 | train | I cannot assign an open-ended rank such as the worst site in Europe without a defined comparison set and ranking method. I can report only the predefined relative severity and rarity classes. | natural | |
X32:E31N21_x3184050_y2148050:p02 | E31N21_x3184050_y2148050 | X32 | Does the anchor assignment prove a physical mechanism? | I cannot use representation similarity, profile membership, or rarity as proof of a real-world cause. Those quantities describe learned patterns, not causal mechanisms. | "refusal" | refusal | null | refusal | X32_representation_causality_refusal | 2 | train | I cannot use representation similarity, profile membership, or rarity as proof of a real-world cause. Those quantities describe learned patterns, not causal mechanisms. | natural | |
B34:E45N33_x4590050_y3378050:p02 | E45N33_x4590050_y3378050 | B34 | Based on the available deformation measurements, is this area mainly uplift or non-uplift? | The dominant vertical-motion direction is not uplift. | "non_uplift" | categorical | null | non_uplift | B34_uplift_protected_direction | 2 | train | The dominant vertical-motion direction is not uplift. | natural | |
D33:E43N32_x4336050_y3224050:p18 | E43N32_x4336050_y3224050 | D33 | Please give the area-level result for spread of intensification. | The spatial spread of intensification is 0.420 mm/yr^2. | 0.4200000018 | numeric | 0.420 | null | D33_intensification_spread_mm_yr2 | 18 | train | The spatial spread of intensification is 0.420 mm/yr^2. | natural | |
D35:E46N31_x4636050_y3154050:p03 | E46N31_x4636050_y3154050 | D35 | What does the deformation record indicate about intensification hotspot location? | The main intensification hotspot is row 8, column 7 of the 8-by-8 monitoring grid. | "r7c6" | categorical | null | r7c6 | D35_intensification_hotspot_location | 3 | train | The main intensification hotspot is row 8, column 7 of the 8-by-8 monitoring grid. | natural | |
A42:E41N33_x4112050_y3360050:p01 | E41N33_x4112050_y3360050 | A42 | Could you tell me: is the measurement noise low or high? | Measurement noise is low. | "low_noise" | categorical | null | low_noise | A42_noise_level_class | 1 | train | Measurement noise is low. | natural | |
D33:E44N23_x4436050_y2306050:p00 | E44N23_x4436050_y2306050 | D33 | How broadly is intensification distributed in the area? | This result is not available for this area because the measurements do not meet the requirements for this calculation. | "__not_available__" | missing | null | not_available | D33_intensification_spread_mm_yr2 | 0 | train | This result is not available for this area because the measurements do not meet the requirements for this calculation. | natural | |
B35:E42N31_x4242050_y3124050:p03 | E42N31_x4242050_y3124050 | B35 | What does the deformation record indicate about worst-point significance? | The worst local motion has very low statistical significance. | "very_low" | categorical | null | very_low | B35_worst_point_significance | 3 | train | The worst local motion has very low statistical significance. | natural | |
C32:E18N9_x1806050_y0962250:p15 | E18N9_x1806050_y0962250 | C32 | What conclusion can be drawn about deformation front location here? | The strongest deformation front lies between row 5, column 4 and row 6, column 4 of the 8-by-8 monitoring grid. | "r4c3-r5c3" | categorical | null | r4c3-r5c3 | C32_front_location | 15 | train | The strongest deformation front lies between row 5, column 4 and row 6, column 4 of the 8-by-8 monitoring grid. | natural | |
D21:E42N34_x4223850_y3406050:p09 | E42N34_x4223850_y3406050 | D21 | What is the result for seasonal peak timing in this area? | The seasonal deformation peaks in summer. | "summer_peak" | categorical | null | summer_peak | D21_dominant_seasonal_peak | 9 | train | The seasonal deformation peaks in summer. | natural | |
B41:E38N29_x3860050_y2900050:p02 | E38N29_x3860050_y2900050 | B41 | Based on the available deformation measurements, how strong is the recent acceleration signal? | The acceleration magnitude is 0.705 mm/yr^2 at the 90th percentile. | 0.7049999833 | numeric | 0.705 | null | B41_acc_abs_p90 | 2 | train | The acceleration magnitude is 0.705 mm/yr^2 at the 90th percentile. | natural | |
S33:E44N24_x4406050_y2400050:p04 | E44N24_x4406050_y2400050 | S33 | How would you assess most distinctive monitoring dimension in this area? | The area is most distinctive in its spatial behavior. | "spatial" | categorical | null | spatial | S33_monitoring_distinctive_dimension | 4 | train | The area is most distinctive in its spatial behavior. | natural | |
A12:E57N26_x5742050_y2600050:p19 | E57N26_x5742050_y2600050 | A12 | From a monitoring perspective, is the area summary stable enough to trust? | The area summary is stable when observations are removed. | "stable" | categorical | null | stable | A12_representation_stability_class | 19 | train | The area summary is stable when observations are removed. | natural | |
D21:E56N27_x5654050_y2706050:p01 | E56N27_x5654050_y2706050 | D21 | Could you tell me: in which season does the deformation cycle peak? | The seasonal deformation peaks in spring. | "spring_peak" | categorical | null | spring_peak | D21_dominant_seasonal_peak | 1 | train | The seasonal deformation peaks in spring. | natural | |
S43:E53N23_x5384750_y2306050:p08 | E53N23_x5384750_y2306050 | S43 | Looking at the observed ground motion, how concentrated is the learned local structure? | The learned local structure has a concentration score of 0.156. | 0.15558814270000002 | numeric | 0.156 | null | S43_encoder_perceived_local_structure_concentration | 8 | train | The learned local structure has a concentration score of 0.156. | natural | |
S33:E38N28_x3878050_y2896050:p06 | E38N28_x3878050_y2896050 | S33 | What should I know about most distinctive monitoring dimension here? | The area is most distinctive in its spatial behavior. | "spatial" | categorical | null | spatial | S33_monitoring_distinctive_dimension | 6 | train | The area is most distinctive in its spatial behavior. | natural | |
B32:E45N32_x4524050_y3272050:p17 | E45N32_x4524050_y3272050 | B32 | How does this area look in terms of upper-tail vertical velocity? | The upper-tail vertical velocity is -0.100 mm/yr. | -0.1000000015 | numeric | -0.100 | null | B32_velocity_p90_mm_yr | 17 | train | The upper-tail vertical velocity is -0.100 mm/yr. | natural | |
B41:E58N16_x5842050_y1666050:p18 | E58N16_x5842050_y1666050 | B41 | Please give the area-level result for acceleration strength. | The acceleration magnitude is 0.580 mm/yr^2 at the 90th percentile. | 0.5799999833 | numeric | 0.580 | null | B41_acc_abs_p90 | 18 | train | The acceleration magnitude is 0.580 mm/yr^2 at the 90th percentile. | natural | |
D14:E47N15_x4748050_y1523650:p11 | E47N15_x4748050_y1523650 | D14 | Please report timing of the strongest change point for this area. | This result is not available for this area because the measurements do not meet the requirements for this calculation. | "__not_available__" | missing | null | not_available | D14_dominant_changepoint_time_year | 11 | train | This result is not available for this area because the measurements do not meet the requirements for this calculation. | natural | |
B34:E12N22_x1285650_y2256050:p10 | E12N22_x1285650_y2256050 | B34 | How should uplift versus non-uplift direction be described here? | The dominant vertical-motion direction is not uplift. | "non_uplift" | categorical | null | non_uplift | B34_uplift_protected_direction | 10 | train | The dominant vertical-motion direction is not uplift. | natural | |
S41:E36N33_x3618050_y3396050:p05 | E36N33_x3618050_y3396050 | S41 | Please summarize learned local-structure strength for this area. | The learned local-structure strength is 0.114. | 0.1144921658 | numeric | 0.114 | null | S41_encoder_perceived_local_structure_strength | 5 | train | The learned local-structure strength is 0.114. | natural | |
S41:E20N10_x2018050_y1025650:p05 | E20N10_x2018050_y1025650 | S41 | Please summarize learned local-structure strength for this area. | The learned local-structure strength is 0.244. | 0.2444888114 | numeric | 0.244 | null | S41_encoder_perceived_local_structure_strength | 5 | train | The learned local-structure strength is 0.244. | natural | |
D12:E31N16_x3112050_y1685250:p04 | E31N16_x3112050_y1685250 | D12 | How would you assess trend curvature strength in this area? | The long-term trend curvature strength is 0.001. | 0.0014125203000000001 | numeric | 0.001 | null | D12_curvature_strength | 4 | train | The long-term trend curvature strength is 0.001. | natural | |
D23:E39N32_x3954050_y3254050:p14 | E39N32_x3954050_y3254050 | D23 | For a ground-motion screening report, how spread out are the seasonal phases across the area? | The seasonal phases have a spread of 73.2 days. | 73.1549239215 | numeric | 73.2 | null | D23_phase_dispersion_days | 14 | train | The seasonal phases have a spread of 73.2 days. | natural | |
S41:E50N29_x5060050_y2930050:p02 | E50N29_x5060050_y2930050 | S41 | Based on the available deformation measurements, how much local deformation structure stands out in this area? | The learned local-structure strength is 0.159. | 0.1591734653 | numeric | 0.159 | null | S41_encoder_perceived_local_structure_strength | 2 | train | The learned local-structure strength is 0.159. | natural | |
X12:E40N30_x4072050_y3078050:p16 | E40N30_x4072050_y3078050 | X12 | A monitoring user asks, "Is the deformation going to get worse in the future?" What should you say? | I cannot forecast what will happen after the observation period from these historical measurements alone. I can describe the observed trend, seasonal behavior, change points, and recent acceleration. | "refusal" | refusal | null | refusal | X12_future_forecast_refusal | 16 | train | I cannot forecast what will happen after the observation period from these historical measurements alone. I can describe the observed trend, seasonal behavior, change points, and recent acceleration. | natural | |
D14:E36N22_x3666050_y2278050:p17 | E36N22_x3666050_y2278050 | D14 | How does this area look in terms of timing of the strongest change point? | This result is not available for this area because the measurements do not meet the requirements for this calculation. | "__not_available__" | missing | null | not_available | D14_dominant_changepoint_time_year | 17 | train | This result is not available for this area because the measurements do not meet the requirements for this calculation. | natural | |
B12:E43N34_x4390050_y3478050:p16 | E43N34_x4390050_y3478050 | B12 | Using the available observations, does this area show a clear average subsidence signal? | This area does not show a clear average subsidence signal. | "no_clear_subsidence" | categorical | null | no_clear_subsidence | B12_clear_subsidence_class | 16 | train | This area does not show a clear average subsidence signal. | natural | |
A42:E57N14_x5736050_y1491850:p15 | E57N14_x5736050_y1491850 | A42 | What conclusion can be drawn about noise level here? | Measurement noise is low. | "low_noise" | categorical | null | low_noise | A42_noise_level_class | 15 | train | Measurement noise is low. | natural | |
S14:E38N26_x3806050_y2630050:p14 | E38N26_x3806050_y2630050 | S14 | For a ground-motion screening report, is the reference-profile assignment clear or borderline? | The reference-profile assignment is transitional or only weakly matched. | "transition_or_weakly_anchored" | categorical | null | transition_or_weakly_anchored | S14_reference_assignment_status | 14 | train | The reference-profile assignment is transitional or only weakly matched. | natural | |
B36:E46N22_x4618050_y2236050:p16 | E46N22_x4618050_y2236050 | B36 | Using the available observations, how unusual is this area's velocity compared with the European background? | The area's vertical velocity is within the lower part of the typical European range. | "typ_low" | categorical | null | typ_low | B36_european_velocity_typicality | 16 | train | The area's vertical velocity is within the lower part of the typical European range. | natural | |
X15:E51N26_x5100050_y2666050:p03 | E51N26_x5100050_y2666050 | X15 | What construction action should authorities take? | I cannot recommend an engineering intervention or operational action from these monitoring results alone. An appropriate response requires site-specific investigation and professional engineering judgment. | "refusal" | refusal | null | refusal | X15_intervention_recommendation_refusal | 3 | train | I cannot recommend an engineering intervention or operational action from these monitoring results alone. An appropriate response requires site-specific investigation and professional engineering judgment. | natural | |
B32:E54N27_x5430050_y2784050:p15 | E54N27_x5430050_y2784050 | B32 | What conclusion can be drawn about upper-tail vertical velocity here? | The upper-tail vertical velocity is -0.300 mm/yr. | -0.30000001190000003 | numeric | -0.300 | null | B32_velocity_p90_mm_yr | 15 | train | The upper-tail vertical velocity is -0.300 mm/yr. | natural | |
B12:E54N17_x5436050_y1706050:p07 | E54N17_x5436050_y1706050 | B12 | For monitoring purposes, does this area show a clear average subsidence signal? | This area does not show a clear average subsidence signal. | "no_clear_subsidence" | categorical | null | no_clear_subsidence | B12_clear_subsidence_class | 7 | train | This area does not show a clear average subsidence signal. | natural | |
C22:E27N23_x2790250_y2348050:p05 | E27N23_x2790250_y2348050 | C22 | Please summarize motion concentration class for this area. | The deformation pattern is diffuse. | "diffuse" | categorical | null | diffuse | C22_spatial_concentration_class | 5 | train | The deformation pattern is diffuse. | natural | |
A31:E32N22_x3212050_y2290050:p16 | E32N22_x3212050_y2290050 | A31 | Using the available observations, how well do the radar points cover the area? | The spatial coverage fraction is 1.000 across the 8-by-8 monitoring grid. | 1 | numeric | 1.000 | null | A31_valid_bin_fraction_8x8 | 16 | train | The spatial coverage fraction is 1.000 across the 8-by-8 monitoring grid. | natural | |
C52:E42N29_x4236050_y2900050:p14 | E42N29_x4236050_y2900050 | C52 | For a ground-motion screening report, is there a local risk that the average motion would hide? | The average motion does not appear to hide a localized high-motion area. | "no" | categorical | null | no | C52_hidden_local_risk | 14 | train | The average motion does not appear to hide a localized high-motion area. | natural | |
D21:E40N29_x4090050_y2906050:p11 | E40N29_x4090050_y2906050 | D21 | Please report seasonal peak timing for this area. | The seasonal deformation peaks in summer. | "summer_peak" | categorical | null | summer_peak | D21_dominant_seasonal_peak | 11 | train | The seasonal deformation peaks in summer. | natural | |
S41:E34N32_x3406050_y3272050:p00 | E34N32_x3406050_y3272050 | S41 | How much local deformation structure stands out in this area? | The learned local-structure strength is 0.165. | 0.1648173896 | numeric | 0.165 | null | S41_encoder_perceived_local_structure_strength | 0 | train | The learned local-structure strength is 0.165. | natural | |
C52:E42N32_x4230050_y3230050:p19 | E42N32_x4230050_y3230050 | C52 | From a monitoring perspective, is there a local risk that the average motion would hide? | The average motion does not appear to hide a localized high-motion area. | "no" | categorical | null | no | C52_hidden_local_risk | 19 | train | The average motion does not appear to hide a localized high-motion area. | natural |
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