Tabla de Contenidos: “….) -- 4.5 FÓRMULA DE HAGEN - POISEUILLE -- 4.6 FÓRMULA DE DARCY - WEISBACH -- 4.7 COEFICIENTE DE FRICCIÓN ݑ -- 4.8 PÉRDIDA DE ENERGÍA EN LOS ACCESORIOS -- 4.9 TIPOS DE PROBLEMAS EN LAS TUBERÍAS PRESURIZADAS -- 4.10 FÓRMULAS CON FUNDAMENTOS EMPÍRICOS PARA EL CÁLCULO DE LAS PÉRDIDAS DE (...) -- 4.11 LA ECUACIÓN DE HAZEN - WILLIAMS -- 4.12 LA ECUACIÓN DE BLASIUS -- 4.13 LA ECUACIÓN DE SWAMEE - JAIN -- 4.14 GOLPE DE ARIETE…”

Tabla de Contenidos: “…Resumee: Komplementarität von Individualethik und Sozialethik -- Literaturverzeichnis -- Heiner Müller-Merbach, Kaiserslautern: Ethik ökonomischen Verhaltens. …”

Tabla de Contenidos: “…3.5.2 Specification of Minimum Pressures -- 3.5.3 Determination of Pipe Diameters -- Problems -- 4 Fundamentals of Flow in Open Channels -- 4.1 Introduction -- 4.2 Basic Principles -- 4.2.1 Steady-State Continuity Equation -- 4.2.2 Steady-State Momentum Equation -- 4.2.2.1 Darcy-Weisbach equation -- 4.2.2.2 Manning equation -- 4.2.2.3 Other equations -- 4.2.2.4 Velocity distribution -- 4.2.3 Steady-State Energy Equation -- 4.2.3.1 Energy grade line -- 4.2.3.2 Specific energy -- 4.3 Water-Surface Profiles -- 4.3.1 Profile Equation -- 4.3.2 Classification of Water-Surface Profiles -- 4.3.3 Hydraulic Jump -- 4.3.4 Computation of Water-Surface Profiles -- 4.3.4.1 Direct-integration method -- 4.3.4.2 Direct-step method -- 4.3.4.3 Standard-step method -- 4.3.4.4 Practical considerations -- 4.3.4.5 Profiles across bridges -- Problems -- 5 Design of Drainage Channels -- 5.1 Introduction -- 5.2 Basic Principles -- 5.2.1 Best Hydraulic Section -- 5.2.2 Boundary Shear Stress -- 5.2.3 Cohesive versus Noncohesive Materials -- 5.2.4 Bends -- 5.2.5 Channel Slopes -- 5.2.6 Freeboard -- 5.3 Design of Channels with Rigid Linings -- 5.4 Design of Channels with Flexible Linings -- 5.4.1 General Design Procedure -- 5.4.2 Vegetative Linings and Bare Soil -- 5.4.3 RECP Linings -- 5.4.4 Riprap, Cobble, and Gravel Linings -- 5.4.5 Gabions -- 5.5 CompositeLinings -- Problems -- 6 Design of Sanitary Sewers -- 6.1 Introduction -- 6.2 Quantity of Wastewater -- 6.2.1 Residential Sources -- 6.2.2 Nonresidential Sources -- 6.2.3 Inflow and Infiltration (I/I) -- 6.2.4 Peaking Factors -- 6.3 Hydraulics of Sewers -- 6.3.1 Manning Equation with Constant n -- 6.3.2 Manning Equation with Variable n -- 6.3.3 Self-Cleansing -- 6.3.4 Scour Prevention -- 6.3.5 Design Computations for Diameter and Slope -- 6.3.6 Hydraulics of Manholes -- 6.4 System Design Criteria -- 6.4.1 System Layout…”