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Job Detail

Job Detail

Job ID: f53e40ec-bda8-467a-93c8-5f34508f54d9

Completed

Done!

Location Info

Location Name

Sriwulan

Coordinates

-6.943039, 110.493386

Description

Pondok Raden Patah 2, Sriwulan, Demak, Jawa Tengah, Jawa, 50117, Indonesia

Analysis Period

Start Date

01 January 2015

End Date

31 December 2015

Duration

365 days

📊 ANALYSIS SUMMARY

Structured Summary

Job Info

Job ID: f53e40ec-bda8-467a-93c8-5f34508f54d9
Status: Completed
Created: 2026-03-13 06:56:46
Completed At: 2026-03-13 07:03:34
Files Generated:
7 PNG 6 CSV 8 JSON

Data Statistics

Total Analysis Days: 351 days

Rainfall

Average
5.07 mm/hari
Maximum
48.28 mm
Minimum
0.00 mm
Total
1778.18 mm

Retention Pond Volume

Average
3.17 mm
Maximum
3.27 mm
Minimum
3.07 mm
End of Period
3.15 mm

System Reliability

Average
58.4%
Poor Reliability (<60%)

Analysis Results

Output Components

Total Supply
0.00 mm
Evapotranspiration
0.00 mm
Runoff
0.00 mm
Total Output
0.00 mm

Input Components

Rainfall
0.00 mm
River Inflow
0.00 mm
Groundwater
0.00 mm
Total Input
0.00 mm

River Morphology

River Width
27.89 m
Normal
Slope
N/A
Sediment Load
5.77 ton/hari
Normal

Soil Storage Condition

Soil Moisture
6.56 mm
Dry (<20 mm)
Infiltration
0.24 mm/hari
Low
Percolation
0.75 mm/hari
To groundwater: 184.02 mm (est. 70%)

Water Balance

Total Input
1778.18 mm
Rainfall
Total Output
2862.09 mm
ET + Runoff + ΔS
Residual
0.00 mm
Error
0.00%
Balance Status
Excellent (Error <5%)

Data Quality

Data Completeness 100%
Valid Period ❌ No

Available Files:

Visualization
7 PNG files
Data CSV
6 CSV files
Metadata
8 JSON files

Management Recommendations (3)

1 System Reliability
High Priority

Conduct infrastructure audit and repair components that reduce water distribution system reliability.

2 Water Supply
High Priority

Implement water conservation programs and identify alternative water sources to reduce deficit.

3 Flood Mitigation
High Priority

Build flood early warning system and increase drainage capacity in high-risk zones.

WATER DISTRIBUTION & PRIORITY

Domestic
Legal Quota: 0.4 mm/hari
Allocation: 0.40 mm/hari
Priority: 10 (Highest)
Fulfillment: 101.0%
Agriculture
Legal Quota: 0.8 mm/hari
Allocation: 0.30 mm/hari
Priority: 7
Fulfillment: 37.9%
Industry
Legal Quota: 0.2 mm/hari
Allocation: 0.28 mm/hari
Priority: 5
Fulfillment: 141.0%
Environmental
Legal Quota: 0.3 mm/hari
Allocation: 0.00 mm/hari
Priority: 9
Fulfillment: 1.3%

WATER SOURCES

River
Supply: 0.60 mm/hari
Cost: Rp 150/m³
Contribution: 60%
Diversion
Supply: 0.25 mm/hari
Cost: Rp 200/m³
Contribution: 25%
Groundwater
Supply: 0.15 mm/hari
Cost: Rp 350/m³
Contribution: 15%

COST & BENEFIT

Total Cost
Rp 70,607
Total Benefit
Rp 285,471
Net Benefit
Rp 214,865
Efficiency
404.3%
Breakdown Cost:
Operational Cost: Rp 52,301
Maintenance Cost: Rp 7,845
Energy Cost: Rp 10,460
Agriculture Benefit: Rp 53,271
Domestic Benefit: Rp 113,396
Industry Benefit: Rp 118,805

WATER QUALITY

WQI (Water Quality Index)
98.2/100
Excellent (≥90)
pH Level
6.75
DO (Dissolved Oxygen)
6.97 mg/L
TDS (Total Dissolved Solids)
201.94 mg/L

RIVER & ENVIRONMENT CONDITION

River Morphology
River Width: 27.89 m
Slope: N/A
Sediment Load: 5.77 ton/hari
Average Erosion: 25.52 mm/tahun

📊 SYSTEM CONDITIONS SUMMARY

Water Availability Condition
58.4%
Status: Poor Reliability (<60%)
Retention Pond Volume
3.15 mm
Max: 3.27 mm
Average Rainfall
5.07 mm/hari

🌊 Flood Risk & Water Ponding Analysis

What is TWI? Topographic Wetness Index (TWI) is an index that measures how easily water accumulates in a location based on topography/terrain. The higher the TWI value, the greater the likelihood that the area will be flooded or waterlogged during rain.

Your Location Risk Status
📊 Regional Wetness Index (TWI)
23.61
Analysis Result: TWI Value 16.72, enhanced by Machine Learning for better accuracy 1.41x
🚨 Flood Risk Level
VERY HIGH
Meaning: This location has high flood risk. Immediate mitigation action is required.
🚨 Detected Flood Prone Areas

Our Machine Learning system found 3 zones zones potentially prone to flooding during heavy rain.

3
⚠️ High Risk
Top Priority
0
⚡ Moderate Risk
Needs Monitoring
0
💧 Low Risk
Stay Alert
📍 Flood Zone Location Details
Zone 1 ⚠️ PRIORITY
TWI Index: 23.6
Area Size: 2.50 ha
Coordinates: -6.94304, 110.49339
Zone 2 ⚠️ PRIORITY
TWI Index: 23.6
Area Size: 3.30 ha
Coordinates: -6.93804, 110.49839
Zone 3 ⚠️ PRIORITY
TWI Index: 23.6
Area Size: 4.10 ha
Coordinates: -6.94804, 110.49639
🌳 Green Open Space (RTH) Recommendations

To reduce flood risk, the Machine Learning system recommends creating 0 Recommended Locations such as parks, urban forests, or water absorption areas.

0
🔥 High Priority
Build Immediately
0
⭐ Medium Priority
Medium Term Plan
0.0
📏 Total Area
Hectares (ha)
🚰 Drainage System Recommendations

To control water flow and prevent ponding, the system recommends building 4 drainage channels at strategic locations.

4
🔥 High Priority
Build Immediately
0
⭐ Medium Priority
Medium Term Plan
94,848
⚡ Total Capacity
m³/hour
📍 Drainage Location Details
DRAIN_001 🔥 URGENT
Type Primary Drainage Channel
📍 Coordinates -6.93704, 110.49739
⚡ Capacity 23,712 m³/hour
🔧 Technical Specifications
Width: 2.5 m
Depth: 1.5 m
Slope: 0.5%
Material: Concrete
✨ Expected Benefits
🛡️ Flood reduction: 43.871264921967%
⏱️ Ponding time reduction: 8.4 hours
📏 Protected area: 39.1 ha
🔧 Maintenance Requirements
🧹 Cleaning: Monthly
🔍 Inspection: Weekly during rainy season
💰 Annual cost: Rp 7.500.000
💡 Construction Reasons:
  • High TWI (23.6) indicates severe water accumulation
  • Multiple flood zones (3) require comprehensive drainage
  • Flat terrain (1.4°) requires artificial drainage
  • Strategic placement for optimal flood mitigation
DRAIN_002 🔥 URGENT
Type Secondary Drainage Network
📍 Coordinates -6.94804, 110.49939
⚡ Capacity 23,712 m³/hour
🔧 Technical Specifications
Width: 2.5 m
Depth: 1.5 m
Slope: 0.5%
Material: Concrete
✨ Expected Benefits
🛡️ Flood reduction: 43.871264921967%
⏱️ Ponding time reduction: 8.4 hours
📏 Protected area: 39.1 ha
🔧 Maintenance Requirements
🧹 Cleaning: Monthly
🔍 Inspection: Weekly during rainy season
💰 Annual cost: Rp 7.500.000
💡 Construction Reasons:
  • High TWI (23.6) indicates severe water accumulation
  • Multiple flood zones (3) require comprehensive drainage
  • Flat terrain (1.4°) requires artificial drainage
  • Strategic placement for optimal flood mitigation
DRAIN_003 🔥 URGENT
Type Lateral Collection System
📍 Coordinates -6.93604, 110.48839
⚡ Capacity 23,712 m³/hour
🔧 Technical Specifications
Width: 2.5 m
Depth: 1.5 m
Slope: 0.5%
Material: Concrete
✨ Expected Benefits
🛡️ Flood reduction: 43.871264921967%
⏱️ Ponding time reduction: 8.4 hours
📏 Protected area: 39.1 ha
🔧 Maintenance Requirements
🧹 Cleaning: Monthly
🔍 Inspection: Weekly during rainy season
💰 Annual cost: Rp 7.500.000
💡 Construction Reasons:
  • High TWI (23.6) indicates severe water accumulation
  • Multiple flood zones (3) require comprehensive drainage
  • Flat terrain (1.4°) requires artificial drainage
  • Strategic placement for optimal flood mitigation
DRAIN_004 🔥 URGENT
Type Outlet Channel
📍 Coordinates -6.94904, 110.48939
⚡ Capacity 23,712 m³/hour
🔧 Technical Specifications
Width: 2.5 m
Depth: 1.5 m
Slope: 0.5%
Material: Concrete
✨ Expected Benefits
🛡️ Flood reduction: 43.871264921967%
⏱️ Ponding time reduction: 8.4 hours
📏 Protected area: 39.1 ha
🔧 Maintenance Requirements
🧹 Cleaning: Monthly
🔍 Inspection: Weekly during rainy season
💰 Annual cost: Rp 7.500.000
💡 Construction Reasons:
  • High TWI (23.6) indicates severe water accumulation
  • Multiple flood zones (3) require comprehensive drainage
  • Flat terrain (1.4°) requires artificial drainage
  • Strategic placement for optimal flood mitigation
⚡ Required Actions

Implement drainage systems and green spaces to reduce flood risk.

📋 Priority Recommendations
  1. 1.
    Main Priority: Immediately review and give special attention to 3 detected high risk zones
  2. 2.
    Drainage Construction: build 4 high priority drainage channels to channel rainwater
  3. 5.
    Regular Monitoring: Conduct routine monitoring during rainy season for early anticipation
  4. 6.
    Coordination: Involve Public Works Department and community in solution implementation

📅 30-Day Rainfall Forecast

Rainfall Forecast
Average 2.97 mm/hari
Minimum 2.97 mm
Maximum 2.97 mm
Total 1043.13 mm
Retention Pond
Current Condition 3.15 mm
30-Day Prediction 3.15 mm
Capacity Percentage 3.1%
Reliability
Current 58.4%
30-Day Prediction 58.1%
Trend Stable

Low rainfall predicted. Watch for drought risk and manage water reserves wisely.

📋 Management Suggestions

1. Retention pond volume is critical (<20%). Reduce water distribution immediately and activate backup sources.

2. System reliability is low (<70%). Infrastructure audit and immediate repairs are needed.

🔧 Improvement Suggestions

Soil Conservation
Medium Priority

Problem: Low soil moisture (6.56 mm)

Solution:
  • Build infiltration wells
  • Rainwater harvesting system
  • Apply mulching to retain moisture
Cost: Rp 100-300 juta
Timeline: 2-4 bulan
Retention Pond Capacity
High Priority

Problem: Retention pond volume is critical (3.17 mm)

Solution:
  • Evaluate storage capacity and expansion potential
  • Optimize water distribution schedule
  • Implement water demand management
  • Identify alternative water sources
Cost: Rp 5-20 miliar
Timeline: 12-24 bulan
Flood Mitigation
High Priority

Problem: High flood risk (47.4%)

Solution:
  • Increase drainage system capacity
  • Build flood detention ponds
  • Optimize spillway operations
  • Flood early warning system
Cost: Rp 1-5 miliar
Timeline: 6-12 bulan
Infrastructure
Medium Priority

Problem: Low system reliability (58.4%)

Solution:
  • Comprehensive water distribution infrastructure audit
  • Repair pipe and channel leaks
  • Upgrade pumps and distribution equipment
  • Implement SCADA system for real-time monitoring
Cost: Rp 500 juta - 3 miliar
Timeline: 6-9 bulan

🌊 Interactive River Network Map NEW

River network visualization with interactive layers

HTML

Loading interactive map...

Please wait a moment

Interactive map with markers & buffer zone. Scroll to zoom, drag to pan. Toggle layers top-right.
Fullscreen Download

Analysis Location

Sriwulan

-6.9430, 110.4934

Map Layers

4 Data Sources

HydroSHEDS, JRC GSW, SRTM, OSM

Buffer Area

10 km radius

River network analysis area

Generated Files

Total 21 file

RIVANA_Peta_Aliran_Sungai.html

HTML 0.01 MB

RIVANA Main Dashboard

Main dashboard showing hydrological analysis results using Machine Learning

PNG 0.59 MB

RIVANA Complete Dashboard

Complete dashboard with predictions, risk analysis, and recommendations

PNG 1.02 MB

RIVANA_TWI_Dashboard.png

PNG 0.57 MB

Water Balance Dashboard

Water balance visualization: input vs output, hydrological components

PNG 0.90 MB

Morphometry Summary

Watershed morphometric parameters: area, shape, slope, drainage

PNG 0.27 MB

Morphology & Ecology Dashboard

River geomorphological condition and aquatic ecosystem health

PNG 1.14 MB

ML vs Traditional Comparison

Accuracy comparison between Machine Learning model and traditional methods

PNG 0.58 MB

Complete Simulation Results

Complete time series data: rainfall, temperature, ET, discharge, reservoir level, supply-demand

CSV 0.43 MB

Monthly Water Balance

Monthly summary: precipitation, evapotranspiration, infiltration, runoff, storage

CSV 0.00 MB

30-Day Forecast Data

30-day rainfall and reservoir level forecast from ML model

CSV 0.00 MB

GEE_Raw_Data.csv

CSV 0.03 MB

RIVANA_WaterBalance_Indices.csv

CSV 0.03 MB

RIVANA_Hasil_Simulasi.csv

CSV 0.43 MB

Complete Model Validation

Model validation metrics: NSE, R², PBIAS, RMSE for all parameters

JSON 0.01 MB

RIVANA_Baseline_Comparison.json

JSON 0.00 MB

RIVANA_TWI_Analysis.json

JSON 0.01 MB

Water Balance Validation

Water balance validation with maximum 5% error tolerance

JSON 0.00 MB

RIVANA_Model_Validation_Report.json

JSON 0.00 MB

GEE_Data_Metadata.json

JSON 0.00 MB

RIVANA_Metadata_Peta.json

JSON 0.00 MB

Timeline

Created

13 Mar 2026, 06:56

Submitted

13 Mar 2026, 06:56

Processing Started

13 Mar 2026, 06:57

Finished

13 Mar 2026, 07:03

Statistics

File PNG 7
File CSV 6
File JSON 8
Total Files 21