ASAP Protocol
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Table of Contents
Step 1 - 1 Introduction to the methodological aspects
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Step 1 - 1.1 Losses
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Step 1 - 1.2 Non-Revenue Water
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Step 1 - 1.3 Control of the losses
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Step 1 - 1.4 Measurement of achieved water recovery
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Step 1 - 2 Acquisition of the initial knowledge of the system
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Step 1 - 2.1 Delimitation and characterization of the geographical context and infrastructures contained it
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Step 1 - 2.2 Relevant physico-geographical characteristics
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Step 1 - 2.3 Hydro-geological and landscape restrictions
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Step 1 - 2.4 Infrastructures
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Step 1 - 2.4.1 Fluctuating population.
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Step 1 - 2.5 Characterization of the hydro-geological state
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Step 1 - 2.6 Delimitation of the water systems and of the state and restrictions of the service
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Step 1 - 2.7 Characterization of the state of the cartography
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Step 1 - 3 Survey of water networks
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Step 1 - 3.1 Preparatory – organizational phase
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Step 1 - 3.1.1 Initiating activites
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Step 1 - 3.1.2 Collection of the data
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Step 1 - 3.1.3 Analysis and organization of the data collected
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Step 1 - 3.2 Preliminary phase
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Step 1 - 3.2.1 Definition of the water networks
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Step 1 - 3.2.2 Preliminary reconnaissance
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Step 1 - 3.3 Operative phase
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Step 1 - 3.3.1 Reconnaissance of the Plants
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Step 1 - 3.3.2 Survey of technical data
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Step 1 - 3.3.3 Survey of functional data
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Step 1 - 3.3.4 Reconnaissance of the network
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Step 1 - 3.3.5 Preparatory activities
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Step 1 - 3.3.6 Reconnaissance of the small constructions of the water network
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Step 1 - 3.3.7 Operational characteristics of the field surveys of the plants and small constructions
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Step 1 - 3.3.8 Data obtained
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Step 1 - 3.3.9 Location of water network pipes
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Step 1 - 3.3.10 Operative characteristics of the location of pipes with traditional methods
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Step 1 - 3.3.11 Location of the pipes with geo-radar
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Step 1 - 3.4 Aspects of the methodology of survey of the networks
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Step 1 - 3.5 Post-processing / validation Methodology
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Step 1 - 3.5.1 Integration of the data collected.
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Step 1 - 3.5.2 Topographical Multimedia Integrated Database
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Step 1 - 3.6 Connection of the consumers to the geographical area
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Step 1 - 3.7 creation of Territorial information system (SIT)
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Step 1 - 3.7.1 Definition and setting up of the data model
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Step 1 - 3.7.1.1 Network data and cartography model
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Step 1 - 3.7.1.2 Creation of the database
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Step 1 - 3.7.2 Release of the SIT
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Step 1 - 4 Determination of the water budgets
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Step 1 - 4.1 operative modalities
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Step 1 - 4.1.1 Measurement of degree of loss by means of permanent mobile capacity gauges
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Step 1 - 4.1.2 Zoning
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Step 1 - 4.1.3 Composition of the teams
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Step 1 - 5 Analysis of the functioning of the networks
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Step 1 - 5.1 simulation model and instruments (Epanet 2)
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Step 1 - 5.2 Construction and calibration of the models
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Step 1 - 5.2.1 Analysis of users
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Step 1 - 5.2.2 Construction of the mathematical models of the distribution networks
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Step 1 - 5.2.3 Planning of the monitoring positions for the calibration of the model
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Step 1 - 5.2.4 Calibration of the mathematical models
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Step 1 - 5.2.5 Setting levels of the models
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Step 1 - 5.2.6 Simulations with mathematical model of the actual state and identification of anomalies
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Step 2 - 1 Introduction of the methodological aspects
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Step 2 - 1.1 Pressure control
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Step 2 - 1.2 Pressure optimization
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Step 2 - 1.3 Regulation periods
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Step 2 - 1.4 Valves remote control
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Step 2 - 1.5 System alimentation
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Step 2 - 1.6 Valves installation
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Step 2 - 1.7 Control devices purchase
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Step 2 - 1.8 Automatic valves regulation
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Step 2 - 1.9 Technology employed for the losses search
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Step 2 - 1.10 Interaction with other net services
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Step 2 - 1.11 Direct inspection of the sewerages
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Step 2 - 1.12 Pre-localization
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Step 2 - 1.12.1 Pre-localization point of strenght
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Step 2 - 1.12.2 Pre-localizations positioning
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Step 2 - 1.13 Team type for losses search
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Step 2 - 1.14 Specific instruments for the losses search
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Step 2 - 1.14.1 The geophone
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Step 2 - 1.14.2 The correlator
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Step 2 - 1.15 Disturb noise
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Step 2 - 1.16 System tuning
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Step 3 - 1 Introduction of the methodological aspects
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Step 3 - 1.1 Measuring campaign
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Step 3 - 1.2 remote control of sensitive knots
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Step 3 - 1.3 Constant calibration
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