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eLibrary > BS ISO 20760-1:2018 Water reuse in urban areas. Guidelines for centralized water reuse system - Design principle of a centralized water reuse system >

BS ISO 20760-1:2018 Water reuse in urban areas. Guidelines for centralized water reuse system - Design principle of a centralized water reuse system, 2018

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BS ISO 20760-1:2018 Water reuse in urban areas. Guidelines for centralized water reuse system - Design principle of a centralized water reuse system, 2018

National foreword
Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Abbreviated terms
5 Planning and design of a centralized water reuse system [Go to Page]
5.1 General
5.2 Estimation of water demand [Go to Page]
5.2.1 General
5.2.2 Quantity of reclaimed water
5.2.3 Review of potential reclaimed water end-users and uses
5.3 Site conditions
5.4 System components
5.5 Possible models of the system [Go to Page]
5.5.1 General
5.5.2 Model I — Single application
5.5.3 Model II — Multiple applications
5.5.4 Model III — Environmental storage and reuse applications
5.5.5 Model IV — Cascading reclaimed water uses
5.6 Basic principles
6 Source water considerations [Go to Page]
6.1 Type of source water [Go to Page]
6.1.1 General
6.1.2 Treated wastewater from a WWTP
6.1.3 Untreated wastewater from sewer systems
6.1.4 Other sources
6.2 Water quality considerations for source water [Go to Page]
6.2.1 General
6.2.2 Appropriate source water
6.2.3 Inappropriate source water
6.3 Reliability considerations [Go to Page]
6.3.1 Water quantity
6.3.2 Water quality
6.3.3 Reliability assessment
6.4 Economic considerations
7 Reclaimed water treatment system [Go to Page]
7.1 General
7.2 Centralized water reuse treatment system design principles [Go to Page]
7.2.1 General
7.2.2 Safety
7.2.3 Reliability
7.2.4 Stability
7.2.5 Economic viability
7.2.6 Environment
7.3 Possible centralized water reuse treatment system configurations
7.4 Treatment process
8 Reclaimed water storage system [Go to Page]
8.1 General
8.2 Storage types [Go to Page]
8.2.1 General
8.2.2 Open reservoirs
8.2.3 Closed reservoirs
8.2.4 Aquifer storage and recovery
8.3 Storage considerations
8.4 Size of the storage facility and turnover considerations
8.5 Control of water quality
8.6 Specific considerations for open storage reservoirs [Go to Page]
8.6.1 General
8.6.2 Evaporation
8.6.3 Control of water quality
8.6.4 Post-treatment facilities
9 Reclaimed water transmission and distribution system [Go to Page]
9.1 General
9.2 Components and models of the distribution system [Go to Page]
9.2.1 Components
9.2.2 Models
9.2.3 Design principles
9.3 Pumping stations [Go to Page]
9.3.1 General
9.3.2 Reclaimed water delivery pressure
9.3.3 Flow velocity of reclaimed water
9.4 Reclaimed water distribution systems [Go to Page]
9.4.1 Avoiding stagnant conditions
9.4.2 Pipeline layout and materials
9.4.3 Water quality in distribution systems
9.4.4 Colour-coding systems, water signs and labels
9.4.5 Service connections and user sites
10 Monitoring system [Go to Page]
10.1 General
10.2 Monitoring locations and facilities
10.3 Monitoring of source water
10.4 Monitoring and control of treatment facilities
10.5 Monitoring of distribution
10.6 Monitoring of storage
10.7 Monitoring of user sites
11 Emergency response plan
Bibliography [Go to Page]

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BS ISO 20760-1:2018 Water reuse in urban areas. Guidelines for centralized water reuse system - Design principle of a centralized water reuse system, 2018

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