Intelligent Operations Center

โ— LIVE Dam: Ulu Padas Dam, Sabah Downstream: 12 Villages Monitored
๐Ÿ—๏ธ
NORMAL
Dam Status
Structural integrity: 99.2%
๐ŸŒŠ
67.3m
Reservoir Water Level
Normal pool: 70.0m | Capacity: 82%
๐ŸŒง๏ธ
42mm
24h Cumulative Rainfall
Forecast: Heavy rain next 6h
๐Ÿ 
12/12
Downstream Villages
All safe โ€” No evacuation needed
๐Ÿ’ง
87
Water Quality Index
Good โ€” All parameters normal
๐Ÿ“ก
47/48
Active Sensors
97.9% online | 1 maintenance

Real-Time Water Level โ€” Last 72 Hours

Rainfall Distribution

System Health

Integrated Sensing & Monitoring Network

5-Domain Architecture 48 Active Sensors

Space-Based Observation

Large-scale, full-domain situational awareness via satellite systems covering the entire river basin and downstream areas.

๐Ÿ›ฐ๏ธ
Optical Remote Sensing Satellite
Terrain mapping, land use change detection, flood extent mapping
๐Ÿ“ก
SAR (Synthetic Aperture Radar)
All-weather flood monitoring, ground deformation detection (landslides)
๐ŸŒ
Gravity Satellite
Groundwater level estimation, large-scale subsidence monitoring
๐ŸŒค๏ธ
Meteorological Satellite
Cloud tracking, precipitation forecasting, typhoon path prediction
๐Ÿ“
Beidou Positioning System
High-precision dam displacement monitoring (mm-level accuracy)
๐Ÿ›ฐ๏ธ
๐Ÿ“ก
๐ŸŒค๏ธ

Aerial Dynamic Monitoring

Medium-to-small scale, high-precision real-time monitoring of key areas including riverbanks, flood-prone regions, and mountainous disaster zones.

๐Ÿš
UAV Drones
Aerial survey, rapid flood assessment, post-disaster damage evaluation
๐Ÿ—ผ
Monitoring Towers
Fixed-point continuous observation, video surveillance, communication relay
๐Ÿ“
Airborne LiDAR
High-resolution terrain modeling, vegetation analysis, slope stability assessment
๐ŸŒฆ๏ธ
Meteorological Radar
Real-time precipitation tracking, storm cell detection, nowcasting
๐ŸŒง๏ธ
Rainfall Radar
High-resolution rainfall intensity mapping, flash flood early warning
๐Ÿš

Ground-Based Environmental Sensing

All-weather, real-time precision monitoring at key locations throughout the dam area and downstream communities.

๐ŸŒง๏ธ
Rainfall Stations (ร—12)
Tipping bucket rain gauges, real-time precipitation measurement, 1-min resolution
๐Ÿ’จ
Evaporation Stations (ร—3)
Pan evaporation measurement, reservoir water loss estimation
๐Ÿ•ณ๏ธ
Groundwater Wells (ร—8)
Piezometric level monitoring, aquifer response tracking
๐ŸŒฑ
Soil Moisture Sensors (ร—15)
Volumetric water content, landslide trigger threshold monitoring
๐Ÿ“น
Video Stations (ร—6)
AI-powered visual monitoring, water level gauge reading, debris flow detection

In-Water Parameter Monitoring

High-precision, real-time monitoring of river and reservoir dynamics using acoustic, optical, and electrical sensing technologies.

๐ŸŒŠ
Radar Water Level Sensors (ร—4)
Non-contact measurement, ยฑ1mm accuracy, 10-second update rate
๐Ÿšฃ
Unmanned Surface Vessels (USV)
Autonomous bathymetric survey, underwater topography mapping
โšก
Flow Velocity Meters (ร—6)
ADCP-based, multi-point velocity profiling, discharge calculation
๐Ÿงช
Water Quality Monitors (ร—5)
pH, DO, turbidity, conductivity, temperature, NH3-N, COD real-time
๐Ÿชจ
Sediment Monitors (ร—2)
Turbidity-based sediment concentration, reservoir siltation tracking

Engineering Structure Safety Monitoring

Continuous insight into stress, pressure, deformation, and displacement across dam infrastructure for early risk detection.

๐Ÿ“Š
Piezometers (ร—8)
Pore water pressure monitoring within dam body and foundation
๐Ÿ”ฎ
Fiber Optic Sensors (ร—200m)
Distributed temperature/strain sensing, seepage path detection
๐Ÿ“
Strain Gauges (ร—24)
Structural deformation monitoring, stress distribution analysis
๐Ÿค–
Underwater Inspection Robot
Submerged structure inspection, crack detection, concrete assessment
๐Ÿ“
Beidou Displacement Chips (ร—12)
mm-level deformation monitoring, low-power continuous operation

Digital Twin โ€” Dam & River Basin

โ— REAL-TIME SYNC CityTwins Platform
Dam & Reservoir
Downstream Villages
Sensor Stations
Flood Risk Zones
River Network

Digital Twin Status

Last Sync2 sec ago
Data Points/s1,247
Model Accuracy94.7%
Simulation StatusActive

Dam Parameters

Water Level67.3m
Storage Volume142M mยณ
Inflow Rate285 mยณ/s
Outflow Rate120 mยณ/s
Gate Openings3/5 open

Flood Simulation

Run what-if scenarios to predict downstream flood impact

Flood Early Warning System

Forecast โ†’ Warning โ†’ Rehearsal โ†’ Preplan (ๅ››้ข„)
01
๐Ÿ”ฎ
FORECAST
6h Rainfall Forecast 78mm
24h Rainfall Forecast 156mm
Peak Water Level (est.) 69.1m
Time to Peak 8.5 hours
02
โš ๏ธ
WARNING
BLUERainfall < 30mm/hPassed
YELLOW30-50mm/hPassed
ORANGE50-80mm/hACTIVE
RED> 80mm/hStandby

Alert Channels Activated

๐Ÿ“ฑ SMS to Village Leadersโœ“ Sent (12)
๐Ÿ“ข Public Address Systemโœ“ Broadcasting
๐Ÿ”” Mobile App Pushโœ“ Sent (1,247 users)
๐Ÿ“บ TV/Radio EmergencyReady
๐Ÿšจ Siren SystemReady
03
๐ŸŽฎ
REHEARSAL

Flood Evolution Simulation

T+0hRainfall begins
T+2hRunoff increases
T+4hReservoir inflow peak
T+6hGate adjustment needed
T+8.5hDownstream peak level
T+12hWater level receding
Max Inundation Depth1.2m (Village K)
Affected Area3.4 kmยฒ
Estimated Duration18 hours
04
๐Ÿ“‹
PREPLAN

Recommended Actions

CRITICAL Open 2 additional spillway gates within 2 hours
HIGH Issue evacuation advisory to Villages K, L, M
HIGH Pre-position emergency response teams at 3 locations
MEDIUM Notify downstream water treatment plant
MEDIUM Activate water quality monitoring at 5 downstream stations

Dam Safety & Slope Stability Monitoring

โ— 24/7 MONITORING Engineering Safety Management

Structural Health Overview

99.2% Integrity
Concrete ConditionExcellent
Seepage RateNormal (0.8 L/s)
DisplacementWithin limits (2.1mm)
VibrationNormal
Crack StatusNo new cracks

Slope Displacement โ€” Last 30 Days

Seepage Monitoring โ€” Dam Cross Section

Normal (< 1 L/s)
Elevated (1-5 L/s)
Critical (> 5 L/s)

Landslide Risk Assessment

Zone A โ€” North Slope LOW RISK
Inclination: 12ยฐ Soil moisture: 28% Displacement: 0.3mm/yr
Zone B โ€” East Slope MODERATE
Inclination: 35ยฐ Soil moisture: 45% Displacement: 2.1mm/yr
Zone C โ€” West Slope LOW RISK
Inclination: 18ยฐ Soil moisture: 31% Displacement: 0.5mm/yr
Zone D โ€” Downstream Left Bank HIGH RISK
Inclination: 42ยฐ Soil moisture: 62% Displacement: 8.7mm/yr โš ๏ธ

Piezometric Pressure โ€” Last 7 Days

Water Quality Monitoring

โ— REAL-TIME 5 Monitoring Stations Construction & Operation Phase
87 WQI GOOD

Parameter Trends โ€” Last 7 Days

Station Comparison

Real-Time Parameter Readings

ParameterUpstreamReservoirDam OutletDownstream 1Downstream 2Standard
pH7.27.17.06.96.96.5-8.5
Dissolved Oโ‚‚ (mg/L)8.57.87.27.06.8โ‰ฅ5.0
Turbidity (NTU)128352215โ‰ค50
COD (mg/L)8691110โ‰ค20
NHโ‚ƒ-N (mg/L)0.150.120.180.220.20โ‰ค1.0
Conductivity (ฮผS/cm)145152158161159โ€”
Temperature (ยฐC)24.523.822.123.223.8โ€”

SOP Automation & Emergency Response

AI-Powered Decision Support Kongming Large Model

Scenario Selection

AI Assistant โ€” Kongming LLM

๐Ÿค–
Kongming AI
Current situation analysis: Heavy rainfall forecast (78mm/6h) exceeds yellow threshold. Reservoir at 82% capacity. Recommend: Open 2 spillway gates preemptively and issue evacuation advisory to Villages K, L, M as precaution.
Confidence: 94.2% | Model: Flood AI v3.1
What's the estimated downstream flood extent if we don't open the gates?
๐Ÿค–
Based on simulation: Without gate adjustment, water level would reach 70.8m (overflow risk). Downstream impact: 4 villages flooded, max depth 2.3m, affected area 8.7 kmยฒ. Estimated 3,400 residents at risk. Strongly recommend immediate gate opening.
Confidence: 91.7% | Based on CitySim hydrodynamic model

Automated SOP Workflow

โœ“
Trigger Detected Rainfall exceeded 50mm/h threshold at Station R3 14:32:15 โ€” Auto-detected
โœ“
AI Analysis Complete Flood risk assessed: ORANGE level. 12 villages evaluated. 14:32:18 โ€” 3 seconds
โœ“
Auto-Notification Sent SMS to 12 village leaders, push notification to 1,247 app users 14:32:20 โ€” 5 seconds total
โŸณ
Awaiting Commander Approval Gate opening order: 2 spillway gates recommended Pending approval...
4
Execute Gate Operation Remote control: Open Gates #4 and #5 Waiting...
5
Deploy Emergency Teams Pre-position at 3 downstream locations Waiting...
6
Continuous Monitoring Track water level, adjust response as needed Waiting...

Response Timeline

Detection to Alert 5 seconds
Alert to Decision ~2 minutes
Decision to Action ~1 minute
Total Response Time ~3 minutes
Traditional manual response: 30-60 minutes โฌ‡๏ธ 90% faster with automation