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- Middle East
- Jordanian Governorates
- Irbid Governorate
- Al Koura Villages
- Water Loss
- Unaccounted-For Water
- Judayta pumping station
- Storage Tank at Judayta pumping station
- Operation of Judayta pumping
station
- Tank overflow measured by Bucket Fill.
- Bucket Fill Photo
- Water Meter at Well No. 1
- Location of Domestic Meter
Tests
- Flow during Supply Period
- Flow after Supply Period
- Air Release Valve Installation
- Result of Meter Test at Location A
- Result of Meter Test at Location B
- UML class inheritance
- Extract: UML Static State Analysis Diagram
- Altimeter Spot Heights in Judayta
- Virtual Line Validity
- Virtual Line Creation
- Bit-coding Supply Zones
- Calibration Influences
- Allele Mutation
- Reproduction with Crossover
- Calibration Process
- Zoning during Summer Time
- Zoning during Winter Time
- Join of Tabular and Spatial Data
- Centre Point Creation
- Creation of Tanks with characteristic Elevation
- Check Valves
- Flow Logger Locations
- Pressure Logger Locations
- Pump Curve
- Pressure on the first Day
- Pressure on the second Day
- Pressure an Flow at Logger M5
- Pressure during the last 10 hours
- Genetic Algorithm Calibration Fitnesses
- Calibration results for flow at
M5
- Calibration results for pressure
at M5
- Calibration results for pressure
at M3
- Calibration results for pressure
at M4
- Calibration results for pressure
at M7
- Calibration results for pressure
at M2
- Traditional Model Zones
- Pressure at M5
- Pressure at M8
- Traditional Model of Node Demand
- Flow at M5
- Flow at M2
- Leakage
- Existing Reservoir
- Reservoir Supply Pressures
A Strategy to Reduce Technical Water Losses for Intermittent Water Supply
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