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Analysis of water distribution networks / P. R. Bhave, R. Gupta. - Oxford : Alpha Science, 2015. - XX, 515 stron : ilustracje ; 25 cm.

Autor

Bhave P. R. Gupta R.

Forma i typ

Książki. Publikacje naukowe.

Temat

Wodociągi Modele matematyczne

Dziedzina i ujęcie

Ochrona środowiska. Inżynieria i technika.

Zawiera obwolutę.

Bibliografia strony [492]-507. Indeks.

Types of water supply systems piping systems water distribution networks Labelling network elements Network components model Some basic hydraulic pronciples Frictional head loss in pipes. Darcy-Weisbach Formula Nikuradses Experiments on Artificially Roughened Pipes Moody Diagram Friction Coefficient Relationships Laminar Flow Transitional Flow Smooth Turbulent Flow Transitional Turbulent Flow Rough Turbulent Flow Explicit Relationships for Friction Coefficient Smooth Turbulent Flow Transitional Turbulent Flow Pip Reservoir All Flow Regimes Empirical Formulae Hazen-Williams Formula Modified Hazen-Williams Formula Manning Formula Comparison of Head Loss Formulae General Head Loss Formula Simple Pipe Flow Problems Determination of Head Loss Determination of Discharge Determination of Diameter Reduction of Carrying Capacity with Age Problems Minor Head Loss in Pipes Sudden Enlargement Gradual Enlargement Sudden Contraction Gradual Contraction Entrance Bends and Elbows Network Tees Obstructions Flow Meters Valves Equivalent Pipes Pipes in Series Discharge Total Head Loss Pipes in Parallel Head Loss Minor Darcy-Weisbach Formula Hazen-Williams Formula Manning Formula Equivalent Pipe Lengths Problems Reservoirs, Pumps and Valves Reservoirs Impounding Reservoirs Service and Balancing Reservoirs Three-Reservoirs System Multiple-Reservoir System Pumps Introduction System Head-Discharge Curve Pump Head-Discharge Curve Head-Discharge Relationships Characteristic Curves Pump Combinations Valves Check Valves Flow-Control Valves Pressure Reducing Valves Both Flow-Control and Pressure Reducing Valves Problems Network Parameters and Types of Analysis Network Parameters Configuration Pipe Lengths Pipe Diameters Pipe Roughness Coefficients Path Head Loss and Loop Head Loss Necessity of Analysis Design of Networks Operation of Networks Calibration of Networks Common Assumptions Types of Analysis Flow-Dependent Analysis or Node Head Analysis Dynamic Analysis Hardy Head-Dependent Analysis or Head-driven Analysis Node Flow Analysis Fuzzy- Value Analysis Rules for Solvability of Pipe Networks Rules Proposed by Shamir and Howard Rules Proposed by Gofman and Rodeh Rules Proposed by Bhave Comparison of Rules Formulation of Equations States of Parameters Single-Source Networks with Known Pipe Resistances Branched Networks Looped Networks Multisource Networks with Known Pipe Resistances Branched Networks Looped Networks Networks with Unknown Pipe Resistances Branched Networks Looped Networks Inclusion of Pumps Supply Pumps Booster Pumps Inclusion of Check Valves Check Valve in an External Pipe Check Valve in an Internal Pipe Check Valves in Several Pipes Inclusion of Flow Control Valves Inclusion of Pressure Reducing Valves PRY in an Internal Pipe PRVs in Several Pipes Inclusion of Different Types of Valves in Same Pipe Graph-Theoretic Formulation of Equations Hardy Cross Method Method of Balancing Heads (Loop Method) Basic Concept Single-Source Networks with Known Pipe Resistances Multisource Networks with Known Pipe Resistances Networks with Unknown Pipe Resistances Networks with Pumps Networks with Valves Method of Balancing Flows (Node Method) Networks with Known Pipe Networks with Unknown Pipe Networks with Pumps Networks with Valves Modified Hardy Cross Method Method of Balancing Heads Method of Balancing Flows Selection of Initial Values Selection of Pipe Flows Selection of Nodal Heads Selection of Unknown Convergence Newton-Raphson Method Single-Variable Head Networks with Known Pipe Networks with Unknown Pipe Networks with Valves Loop equations Networks with Valves Labelling Network Elements Algorithm of Epp and Fowler Algorithm of Jeppson and Davis Modifications to Newton-Raphson PI Dynamh Linear Theory Method In Pipe-Discharge Equations Networks with Known Pipe Networks with Unknown Pipe Resistances Networks with Pumps with Valves Nodal Head Equations Relationship between Newton-Raphson and Linear Theory Methods Pipe-Discharge Equations Nodal Head Equations Problems Gradient Method Gradient Method in Matrix Form Relationship between Gradient Method, Newton-Raphson Method and Linear Theory Method Problems Head Other Analysis Methods Analysis using Electrical Analysers Hydraulic and Electrical Analogies Electrical Analysers with Linear Resistors Electrical Analysers with Nonlinear Resistors Analysis through Unsteady Behaviour During Start-Up Basic Principles General Discussion Analysis through Optimization System Energy Approach Model Approach Co-Content Model Approach Analysis using Perturbation Method Dynamic Analysis Iterative Method Procedure Direct Method Theory Procedure Analysis considering Withdrawal along Links Head Loss Equation for Uniformly Varying Discharge Parameter Relationships Node Flow Continuity Relationship Loop Head Loss Formulation of Equations Q-Equations ilQ-Equations H-Equations Solution of Equations Hardy Cross Method Newton-Raphson Method Linear Theory Method Gradient Method General Observations Problems Head Dependent Analysis and Network Performance Flow-dependent Analysis Head-Dependent Analysis Two-Demand Node Serial Network Increase in Upstream Nodal flow Increase in Downstream Nodal Flow Increase in Both Nodal Flows Performance-Based Analysis Theory and Procedure Regional Rural Water Supply Systems Operator-Based Operation Provision of Head-Dissipating Devices Practical Application Network Details Flow-Dependent Analysis Results Head-Dependent Analysis Performance-Based Analysis Results Dynamic Performance Proposed Solution General Node Flow Analysis Primary and Secondary Networks Review of Common Assumptions Flow-Head Graphical Representation of NFA Classification of Nodes Classification According to HGL Classification According to Flow Node-Category Compatibility NFA Solution Procedure General Observations NFA Serial Network as Primary Network Multi-storeyed Building as Secondary Network Far Away Single Storey Buildings as Secondary Network General General Node Flow Analysis Static Node Flow Dynamic Node Flow Water Quality Modelling Model Development Hydraulic Models Chlorine Transport Chlorine Decay Mixing in Distribution Network Network Chlorine Prediction for Simple Systems Static Model for Chlorine Concentration Dynamic Model for Eulerian Finite-Difference Method (FDM) Eulerian Method (DVM) Lagrangian Time-Driven Method (TDM) Lagrangian Event Driven Method (EDM) Particle Back Tracking Algorithm (PBA)Network Calibration Definition of Calibration Reasonable Agreement During Calibration Data Collection and Preparation Skeletonization of a Network Heads at Source Nodes Supply Rates at Source Nodes Consumption at Demand Nodes Pipe Details Calibration Methods Methods Adjusting Pipe Coefficients Methods Simultaneously Adjusting Pipe Coefficients and Nodal Demands Practical Considerations Sampling Design and Calibration Assessment Sources of Error in Field Data Collection Field Equipment Fuzzy Parameters and Network Analysis Fuzzy Parameters and Membership Functions Parameter Interrelationships Pipe Head Loss Relationship Node Flow Continuity Relationship Loop Head Loss Relationship Membership Functions of Dependent Parameters Introduction Membership Functions through Optimization Membership Functions by Direct Method using Impact Sensitivity Analysis Pitfalls in Network Analysis Error Criteria and Convergence Finding Unique Solutions Unsteady Flow Analysis oil Rigid Column Theory Elastic Column Theory Reliability Analysis Analytical Methods Simulation Methods Computer Application and Software Packages.

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