- Preface
- Declaration
- German
- English
- Terminology
- Introduction
- Jordan
- Local Currency
- Irbid Governorate
- Al Koura
- KfW Water Loss Reduction Program
- Background
- Benefits
- Financial Improvements
- Unaccounted-For Water
- Data Sources
- Hydraulic Analysis - SOGREAH Study
- Comprehensive Subscribers Survey (CSS)
Data
- COBOSS Data
- DLS Data
- RJGC Data
- Water Quality Data
- Logging Campaign
- Altimeter Surveys
- Bucket Fill
- Air Release Valve at Customer Meters
- Internet
- State of the Water Distribution Network
Al Koura
- Overview
- Pumping Stations
- Technical Water Losses
- Bursts
- Corrosion
- Leakages
- Zoning
- Pressure
- Influences on Administrative Water Losses
- Domestic Water Meter Inaccuracies
- Bulk Water Meter Problems
- Network Maintenance
- Illegal Consumption
- Objection Acceptance
- Surveys in Judayta
- Bucket Fill
- Realization
- Results
- Conclusion
- Air Release Valves at Customer
Meters
- Background
- Locations
- Realization
- Results
- Conclusion
- Behaviour of Customer
- Location
- Sudden Pressure Drops
- Preparing a GIS for the Al Koura District
- Software
- ArcInfo
- ArcInfo Workstation
- ArcInfo Desktop
- ArcView
- Database Design
- User Needs
- Data Types
- UML - Unified Modeling Language
- Background
- Benefits
- UML capable Applications
- Class Diagrams
- Implementation
- Quality Control
- Domains
- Coded Value Domains
- Range Domains
- ArcInfo Geometric Network
- Connectivity
- Distribution Network Data Update
- Check and Integration of Elevation Data
- Data Check
- Concept
- Results
- Integration into GIS
- Visualization
- Modeling Intermittent Supply
using EPANET and ArcView
- ArcView Extensions
- Substitution of Demand Nodes with Small Tanks
- Tank Sizes
- Fill Rates
- Pressure Dependencies
- Leakage
- Orifice Diameter
- Pressure Dependency
- Implementation
- Virtual Lines
- Bit codes
- Calibration
- Genetic Algorithms
- Evolution
- Robust Software
- Calibration Process
- Model Limitations
- Intermittent Supply Model for Judayta
- Definition of Zones
- Domestic Consumption
- Data Check
- GIS Integration
- Tabular and Spatial Data
- Consumer Parcel Selection
- Parcel Centre Points
- Generalization
- Elevation Assignment
- Connection of Tank and Network
- Hydraulic Model Creation
- Isolation of Judayta
- Elements of the Model
- Junctions
- Valves
- Pumps
- Tanks
- Reservoirs
- Pipes
- Implementation of Model Adjustments
- Options
- Report
- Times
- Modeling Demand
- Modeling Leakage
- Implementation of a Rule Based
Simulation
- Valve Operation
- Valve Rules
- Pipe Rules
- Logging Campaign
- Flow Measurements
- Pressure Measurements
- Measurement Results
- Pump Curve
- First Supply Zone
- Second Supply Zone
- Third Supply Zone
- Conclusion
- Calibration
- Preparation of Calibration
Files
- Calibration Workflow
- Results
- Comparison with a traditional Hydraulic Model
- Traditional Model Creation
- Junction Demands
- Supply duration
- Roughness
- Model Separation
- Modeling Continuous Supply over Separated
Zones
- Junction Demands
- Results
- Continuous Supply as Designed
- Junction Demand
- Results
- Model Comparison
- Optimization of the Judayta Water Supply
Network
- Background
- Pumping Station
- Bulk Water Meters
- Alternatives
- Storage Capacity
- Rehabilitation of the Existing Reservoir
- Establishment of a Booster Station
- Pressure Reduction
- Cost Rating
- Cost Benefit Analysis
- Acknowledgments
- Bibliography
- List of Figures
- List of Tables
- Index
- DC Water Design Extension
Manual
- What is the DC Water Design Extension?
- Concepts
- Network Traces
- Bit codes
- Virtual Lines
- Installation
- How to obtain the DC Water Design Extension
- Requirements
- Setup
- Usage
- General Usage
- Extension loading
- Quick Start Guide
- Project GUI
- Setup
- EPANET Tables
- Result Tables
- About DC Water Design Extension
- View GUI
- Write EPANET file
- Run EPANET Calculation
- Load Results for step ...
- Make EPANET Model
- EPANET Themes
- EPANET Tables
- Valve Control
- Make House Connections
- Create Supply Strings
- Calculate Pipe Length For Junctions
- Clip Themes by Bitcode
- About DC Water Design Extension
- Flip Polylines
- Move Nodes
- Split Pipe (Add Junction)
- Edit Pipe Vertices
- Change Node Class
- Delete Feature
- Digitize Junction
- Digitize Pipe
- Digitize Tank
- Digitize Valve
- Digitize Reservoir
- Digitize Pump
- Show Pipe Table Entry
- Edit Pipe Table Entry
- Select Connected Pipes
- Show Node Table Entry
- Edit Node Table Entry
- Select Node
- Table GUI
- Bitcode Calculator
- API Documentation
- DCWatDes.Bitcode.or
- DCWatDes.Bitcode.and
- DCWatDes.Bitcode.isSetAsNumber
- DCWatDes.i18n.createDictionaries
- Questions and Answers
- Why is there no graphical user interface to the DCWatDes.Bitcode.*
functions?
- What is the Setup Dialog for?
- Why is Version 2.00 not working with Pipe 2000 anymore?
- How do I recalculate the pipe length for all the pipes?
- I get strange errors when I try to create the EPANET model. What
can I do?
- I made a mistake. Why is undo not working?
- I found a bug in the Extension. What should I do?
- Copyright
- ArcView/EPANET Data Model
- Identity
- Node
- Junction
- Tank
- Pump
- Valve
- Pipe
- Reservoir
- Feature
- Pattern
- Options
- Report
- Times
- VirtualLine
- Curve
- ArcView/EPANET UML Class Diagram
- GNU Lesser General Public License
- UML Database Design Al Koura
- Digital Elevation Model Check
- Logging Results
- Judayta Pumping Station
- Al Koura Water Supply Network
- Judayta Spot Heights
- Judayta Logger Locations
- Hydraulic Analysis Model Judayta
- About this document ...
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