| Description |
1 online resource (414 p.) |
| Series |
IHE Delft Lecture Note Ser |
|
IHE Delft Lecture Note Ser
|
| Contents |
Cover -- Half Title -- Series Page -- Title Page -- Copyright Page -- Contents -- Preface to the second edition -- Introduction -- 1 Water transport and distribution systems -- 1.1 Introduction -- 1.2 Definitions and objectives -- 1.2.1 Transport and distribution -- 1.2.2 Piping -- 1.2.3 Storage -- 1.2.4 Pumping -- 1.3 Types of distribution schemes -- 1.4 Network configurations -- 2 Water demand -- 2.1 Terminology -- 2.2 Consumption categories -- 2.2.1 Water use by various sectors -- 2.2.2 Domestic consumption -- 2.2.3 Non-domestic consumption -- 2.3 Water demand patterns |
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2.3.1 Instantaneous demand -- 2.3.2 Diurnal patterns -- 2.3.3 Periodic variations -- 2.4 Demand calculation -- 2.5 Demand forecasting -- 2.6 Demand frequency distribution -- 3 Steady flow in pressurised networks -- 3.1 Main concepts and definitions -- 3.1.1 Conservation laws -- 3.1.2 Energy and hydraulic grade lines -- 3.2 Hydraulic losses -- 3.2.1 Friction losses -- 3.2.2 Minor losses -- 3.3 Single pipe calculation -- 3.3.1 Pipe pressure -- 3.3.2 Maximum pipe capacity -- 3.3.3 Optimal diameter -- 3.3.4 Pipe charts and tables -- 3.3.5 Equivalent diameters -- 3.4 Serial and branched networks |
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3.4.1 Supply at one point -- 3.4.2 Supply at several points -- 3.5 Looped networks -- 3.5.1 Hardy Cross Methods -- 3.5.2 The Linear Theory -- 3.5.3 The Gradient Method -- 3.6 Pressure related demand -- 3.7 Hydraulics of storage and pumps -- 3.7.1 System characteristics -- 3.7.2 Gravity systems -- 3.7.3 Pumped systems -- 3.7.4 Combined systems -- 4 The design of water transport and distribution systems -- 4.1 The planning phase -- 4.1.1 The design period -- 4.1.2 Economical aspects -- 4.2 Hydraulic design -- 4.2.1 Design criteria -- 4.2.2 Basic design principles -- 4.2.3 Storage design |
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4.2.4 Pumping station design -- 4.3 Computer models as design tools -- 4.3.1 Input data collection -- 4.3.2 Network schematisation -- 4.3.3 Model building -- 4.3.4 Nodal demands -- 4.3.5 Model testing -- 4.3.6 Problem analysis -- 4.4 Hydraulic design of small pipes -- 4.4.1 Equivalence Method -- 4.4.2 Statistical methods -- 4.5 Engineering design -- 4.5.1 Pipe materials -- 4.5.2 Joints -- 4.5.3 Fittings -- 4.5.4 Valves -- 4.5.5 Water meters -- 4.5.6 Fire hydrants -- 4.5.7 Service connections -- 4.5.8 Indoor installations -- 4.5.9 Engineering design of storage and pumping stations |
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4.5.10 Standardisation and quality assessment -- 5 Network construction -- 5.1 Site preparation -- 5.1.1 Excavation -- 5.1.2 Trench dewatering -- 5.2 Pipe laying -- 5.2.1 Laying in trenches -- 5.2.2 Casings -- 5.2.3 Laying above ground -- 5.3 Pipe jointing -- 5.3.1 Flanged joints -- 5.3.2 Gland joints -- 5.3.3 'Push-in' joints -- 5.3.4 Anchorages and supports -- 5.3.5 Backfilling -- 5.3.6 Testing and disinfection -- 6 Network operation and maintenance -- 6.1 Network operation -- 6.1.1 Monitoring -- 6.1.2 Network reliability -- 6.1.3 Non-revenue water and leakage -- 6.1.4 Corrosion |
| Notes |
Description based upon print version of record |
|
6.2 Network maintenance |
| Form |
Electronic book
|
| ISBN |
9781000090178 |
|
1000090175 |
|
