Tabla de Contenidos: “…Cover -- Copyright -- Contents -- Contributors -- Preface -- Section I: Rainwater Harvesting and Condensate Recovery Systems -- Chapter 1: Performance and economics of internally plumbed rainwater tanks: An Australian perspective -- 1.1 Introduction -- 1.2 Background -- 1.2.1 IPRWT systems in Australia -- 1.2.2 RWH and IPRWTs around the globe -- 1.3 Australian Case Study -- 1.3.1 Context of investigation -- 1.3.2 Data gathering and end-use study experimental procedure -- 1.3.3 IPRWT modelling -- 1.3.4 Life cycle cost analysis -- 1.3.5 Sensitivity analysis -- 1.4 International Comparisons -- 1.5 Discussion -- 1.6 Summary and Conclusions -- References -- Chapter 2: Evaluating rain tank pump performance at a micro-component level -- 2.1 Introduction -- 2.2 Background -- 2.2.1 Pump energy intensity and associated costs -- 2.2.2 Common configurations for rainwater tank systems -- 2.2.3 Previous studies -- 2.3 Australian End-Use Pump Performance Study -- 2.3.1 Research objectives -- 2.3.2 Methodology -- 2.3.3 Results and analysis -- 2.4 Alternative Supply Spectrum Comparisons -- 2.5 Discussion and Conclusions -- References -- Chapter 3: The verification of a behavioural model for simulating the hydraulic performance of rainwater harvesting systems -- 3.1 Introduction -- 3.2 The Rainwater Harvesting System and Instrumentation -- 3.3 Field Testing Results and Discussion -- 3.4 Modelling System Performance -- 3.5 Verification of the Rainwater Harvesting System Model -- 3.5.1 Time interval sensitivity -- 3.5.2 Rainfall loss sensitivity -- 3.5.3 WC demand sensitivity -- 3.6 Design Curves -- 3.7 Discussion -- 3.8 Conclusions -- References -- Chapter 4: Rainwater harvesting for domestic water demand and stormwater management -- 4.1 Introduction -- 4.1.1 Types of RWH -- 4.1.2 The background research -- 4.2 Uncertainties Associated with Designing RWH Tanks for Stormwater Control -- 4.3 The Stormwater Sizing Methodology -- 4.4 The Pilot Study -? Hanwell Fields (Banbury, Uk) -- 4.4.1 Design of individual tanks (models 1 & 2) -- 4.4.2 The importance of actual vs. assumed occupancy for the performance of RWH stormwater control systems -- 4.4.3 Model 1 Performance of the design scenario: Tanks for individual properties with occupancy levels based on mean occupancy statistics -- 4.4.4 Model 2 Performance of the actual scenario for individual tanks -- 4.4.5 Model 3 Performance of the design scenario for a communal tank -- 4.5 A Methodology for Assessing Uncertainty of Property Occupancy -- 4.6 Active Management of RWH Systems -- 4.6.1 Active control decision rules -- 4.7 Conclusions -- References -- Chapter 5: Rainwater harvesting for toilet flushing in UK schools: Opportunities for combining with water efficiency education…”