| Preface | p. xxi |
| Hydrology | p. 1 |
| Water | p. 2 |
| Water Effects | p. 3 |
| Hydrologic Cycle | p. 4 |
| Hydrologic Cycle | p. 5 |
| Hydrology in Engineering | p. 6 |
| References | p. 8 |
| Hydraulics | p. 1 |
| Hydraulic Engineering | p. 2 |
| Historic Record | p. 2 |
| Empirical Methods | p. 5 |
| Modern Methods | p. 9 |
| Present Usage of Water | p. 9 |
| Future Concerns | p. 10 |
| Field Hydraulics | p. 10 |
| References | p. 11 |
| Groundwater | p. 1 |
| Origin and Occurrence | p. 2 |
| Modern Usage | p. 2 |
| Estimating Guidelines for Daily Water Usage | p. 3 |
| Fundamentals of Flow | p. 4 |
| USDA Classification of Soil Based on Particle Size of 1 Millimeter | p. 5 |
| USDA Soil Textural Classes | p. 6 |
| Test Holes and Logs | p. 7 |
| Sample Test Hole Log | p. 8 |
| Piezometric Mapping | p. 9 |
| Generic Piezometric Map | p. 9 |
| Well-Water Measuring Methods | p. 10 |
| Air-Line Installation for Measuring Water Levels | p. 14 |
| Using Electric Sounder to Measure Water Levels | p. 17 |
| Curve for Determining Value of K in Formula for Circular-Orifice Weir | p. 20 |
| Relation of Drawdown to Yield in Water Table and Artesian Wells | p. 22 |
| Springs | p. 23 |
| Geothermal Conditions | p. 24 |
| Artificial Recharge | p. 25 |
| Geometry of a Wastewater Effluent Seepage Cell | p. 26 |
| Basic Geometry of a Typical Mounding Effect | p. 28 |
| Unconfined Aquifer | p. 28 |
| Cross-Sectional View Illustrating Unconfined and Confined Aquifers | p. 29 |
| Perched Water Table | p. 29 |
| Construction Dewatering | p. 30 |
| Typical Construction Dewatering Arrangement | p. 30 |
| Cold-Region Construction Problems | p. 31 |
| References | p. 32 |
| Pumps | p. 1 |
| Major Pump Types and Construction Styles | p. 2 |
| Overhung Impeller, Close-Coupled, Single-Stage, End-Suction Pump | p. 3 |
| Overhung Impeller, Close-Coupled, Single-Stage, End-Suction, Canned Motor Pump | p. 4 |
| Overhung Impeller, Close-Coupled, Single-Stage, Submersible Pump | p. 5 |
| Overhung Impeller, Close-Coupled, Single-Stage, Inline Pump | p. 6 |
| Overhung Impeller, Separately Coupled, Single-Stage, Inline, Flexible Coupling Pump | p. 7 |
| Overhung Impeller, Separately Coupled, Single-Stage, Inline, Rigid Coupling Pump | p. 8 |
| Overhung Impeller, Separately Coupled, Single-Stage, Frame-Mounted Pump | p. 9 |
| Overhung Impeller, Separately Coupled, Single-Stage Centerline Support, API 610 Pump | p. 10 |
| Overhung Impeller, Separately Coupled, Single-Stage, Frame-Mounted, ANSI B73-1 Pump | p. 11 |
| Overhung Impeller, Separately Coupled, Single-Stage, Wet Pit Volute Pump | p. 12 |
| Axial-Flow Horizontal Pump | p. 13 |
| Impeller between Bearings, Separately Coupled, Single-Stage Axial (Horizontal) Split Case Pump (Part One) | p. 14 |
| Impeller between Bearings, Separately Coupled, Single-Stage Axial (Horizontal) Split Case Pump (Part Two) | p. 15 |
| Impeller between Bearings, Separately Coupled, Single-Stage Axial (Horizontal) Split Case Pump (Part Three) | p. 16 |
| Impeller Between Bearings, Separately Coupled, Single-Stage Radial (Vertical) Split Case Pump | p. 17 |
| Impeller between Bearings, Separately Coupled, Multistage Axial (Horizontal) Split Case Pump | p. 18 |
| Impeller between Bearings, Separately Coupled, Multistage Radial (Vertical) Split Case Pump | p. 19 |
| Turbine-Type, Vertical, Multistage, Deep-Well, Submersible Pump | p. 20 |
| Turbine-Type, Vertical, Multistage, Deep-Well Pump | p. 21 |
| Turbine-Type, Vertical, Multistage, Barrel or Can Pump | p. 22 |
| Turbine-Type, Vertical, Multistage, Short Setting Pump | p. 23 |
| Mixed-Flow Vertical Pump | p. 24 |
| Overhung Impeller, Separately Coupled, Single-Stage, Mixed-Flow Impeller Volute-Type Horizontal Pump | p. 25 |
| Vertical, Axial-flow Impeller (Propeller)-Type Pump | p. 26 |
| Regenerative Turbine, Impeller Overhung, Single-Stage Pump | p. 27 |
| Regenerative Turbine, Impeller between Bearings, Two-Stage Pump | p. 28 |
| Overhung Impeller, Separately Coupled, Single-Stage, Frame-Mounted Pump | p. 29 |
| Overhung Impeller, Separately Coupled, Single-Stage, Frame-Mounted Pump on Baseplate | p. 30 |
| Overhung Impeller, Separately Coupled, Single-Stage, Centerline-Mounted Pump | p. 31 |
| Overhung Impeller, Separately Coupled, Single-Stage, Centerline-Mounted Pump on Baseplate | p. 32 |
| Overhung Impeller, Separately Coupled, Single-Stage, Centerline-Mounted (Top-Suction) Pump | p. 33 |
| Overhung Impeller, Separately Coupled, Single-Stage, Centerline-Mounted Pump on Baseplate (Top Suction) | p. 34 |
| Basic Rotary Pumps | p. 35 |
| Basic Components of Rotary Pumps | p. 37 |
| Internal Gear Pump--Foot Mounting and Flange Mounting | p. 39 |
| Internal Gear Pump--Foot Mounting and Close-Coupled | p. 40 |
| External Gear Pump--Flanged Ports and Threaded Ports | p. 41 |
| External Gear Pump on Baseplate | p. 42 |
| External Gear and Bearing Screw Pump on Baseplate | p. 43 |
| Multiple-Screw Pump | p. 44 |
| Lobe Pump | p. 45 |
| Horizontal Single-Acting Plunger Power Pump | p. 46 |
| Vertical Single-Acting Plunger Power Pump | p. 46 |
| Horizontal Double-Acting Piston Power Pump | p. 46 |
| Vertical Triplex Plunger Pump, on Base, Gear Reduction | p. 47 |
| Horizontal Triplex Plunger Pump, on Base, Belt Drive | p. 47 |
| Liquid End, Horizontal Plunger Power Pump | p. 48 |
| Liquid End, Vertical Plunger Power Pump | p. 49 |
| Power End, Horizontal Plunger Power Pump | p. 50 |
| Power End, Vertical Plunger Power Pump | p. 51 |
| Power End, Horizontal Duplex Power Pump with Integral Gears | p. 52 |
| Summary of Operating Performances of Pumps | p. 53 |
| Weirs, Flumes, and Orifices | p. 1 |
| Discharge from Triangular Notch Weirs with End Contractions | p. 2 |
| Discharge from Rectangular Weir with End Contractions | p. 3 |
| Minimum and Maximum Recommended Flow Rates for Rectangular Weirs (a) with End Contractions and (b) without End Contractions | p. 4 |
| Compound Weir (90[degree] V-Notch Weir with Contracted Rectangular Weir) | p. 5 |
| Inexpensive Weir Installation for Small-Stream Measurement | p. 5 |
| Typical Sharp-Crested Weirs | p. 6 |
| Sharp-Crested Weir with Staff Gauge | p. 7 |
| Trapezoidal (Cipolletti) Sharp-Crested Weir | p. 7 |
| Weirs Replace Gate Valves | p. 8 |
| Minimum and Maximum Recommended Flow Rates for Cipolletti Weirs | p. 11 |
| Various Other Sharp-Crested Weir Profiles | p. 11 |
| General Flume Configuration | p. 12 |
| Parshall Flume Design | p. 12 |
| Dimensions for Various Throat Widths for Parshall Flume | p. 13 |
| Flume Inlet and Outlet Piping Detail for WWTF | p. 14 |
| Minimum and Maximum Recommended Flow Rates for Free Flow-through Parshall Flumes | p. 15 |
| Various Cross-Sectional Shapes of Palmer-Bowlus Flumes | p. 15 |
| Dimensional Configuration of Standardized Palmer-Bowlus Flume Trapezoidal Throat Cross Section | p. 16 |
| Dimensions and Capacities of H-Type Flumes | p. 16 |
| Trapezoidal Flumes for 1- and 2-Foot Irrigation Channels | p. 19 |
| Original San Dimas Flume | p. 20 |
| Weir versus Flume Typical Installation as Measuring Devices | p. 20 |
| Selection of a Primary Measuring Device: Weirs (a) versus Flumes (b) | p. 21 |
| Relative Head Losses for Water Flows in Different Types of Weirs and Flumes | p. 22 |
| Essential Details of the Circular-Orifice Method Used to Measure Pumping Rates of a Turbine Pump | p. 23 |
| Flow Rates through Circular Orifice | p. 24 |
| Venturi Meter, Nozzles, and Orifices | p. 24 |
| Theoretical discharge or Orifices, U.S. GPM | p. 27 |
| Flow Regulator | p. 29 |
| Open-Flow Nozzles - Dimensions and Approximate Capacities | p. 30 |
| Channel Section Geometric Elements | p. 31 |
| Flow in Pipes | p. 1 |
| Manning Formula Pipe Flow Chart (English/Metric Units), n = 0.009 | p. 2 |
| Manning Formula Pipe Flow Chart (English/Metric Units), n = 0.010 | p. 3 |
| Manning Formula Pipe Flow Chart (English/Metric Units), n = 0.011 | p. 4 |
| Manning Formula Pipe Flow Chart (English/Metric Units), n = 0.012 | p. 5 |
| Manning Formula Pipe Flow Chart (English/Metric Units), n = 0.013 | p. 6 |
| Manning Formula Pipe Flow Chart (English/Metric Units), n = 0.015 | p. 7 |
| Manning Formula Pipe flow chart (English/Metric Units), n = 0.017 | p. 8 |
| Manning Formula Pipe Flow Chart (English/Metric Units), n = 0.019 | p. 9 |
| Manning Formula: Gravity Flow in Open Channel (Round Pipe) | p. 10 |
| Values of the Manning Roughness Coefficient n | p. 11 |
| Area of Flow and Hydraulic Radius for Various Flow Depths | p. 14 |
| Design Capacities for Clay Pipe Sewers, n = 0.010 | p. 15 |
| Design Capacities for Clay Pipe Sewers, n = 0.013 | p. 16 |
| Hydraulic Properties of Clay Pipe at Design Depth | p. 17 |
| Hydraulic Properties of Circular Sewers | p. 17 |
| Discharge of Circular Pipes--Flowing Full | p. 18 |
| Hydraulic Properties of Clay Pipe | p. 19 |
| Relative Carrying Capacities of Clay Pipe at Any Given Slope | p. 19 |
| Velocity and Discharge in Sewers and Drainage Pipes (Based on Kutter's Formula, Pipes Flowing Full) | p. 20 |
| Friction Loss in Water Piping | p. 24 |
| Flow of Water in Ductile-Iron Pipe | p. 25 |
| Relationship between Dracy's f and Manning's n for Flow in Pipes | p. 26 |
| Equivalent Resistance of Bends, Fittings, and Valves (Length of Straight Pipe in Feet) | p. 27 |
| Resistance of Valves and Fittings to Flow of Fluids | p. 28 |
| Friction of Water: New Steel Pipe (Based on Darcy's Formula) | p. 29 |
| Culverts and Storm Water | p. 1 |
| Typical Shapes and Uses of Corrugated Conduits | p. 2 |
| Sizes and Layout Details--CSP Pipe Arches | p. 3 |
| Sizes and Layout Details--Structural Plate Steel Pipe Arches, 18-Inch Corner Radius | p. 4 |
| Sizes and Layout Details--Structural Plate Steel Pipe Arches, 31-Inch Corner Radius | p. 5 |
| Structural Plate Steel Underpasses--Sizes and Layout Details | p. 6 |
| Representative Sizes of Structural Plate Steel Arches | p. 7 |
| Long-Span Pipe Arch Sizes and Layout Details | p. 9 |
| Long-span Horizontal Ellipse Pipe Sizes and Layout Details | p. 10 |
| Long-Span Low-Profile Arch Pipes Sizes and Layout Details | p. 11 |
| Long-Span High-Profile Arch Pipe Sizes and Layout Details | p. 12 |
| Long-Span Pear-Shaped Pipe Sizes and Layout Details | p. 13 |
| Layout Details for Corrugated Steel Box Culverts--Sizes and Layout Details | p. 14 |
| Details of End Sections for 2 2/3-inch [times] 1/2-inch, 3-inch [times] 1-inch, and 5-inch [times] 1-inch Round and Pipe Arch Shapes | p. 16 |
| Dimensions of Galvanized Steel End Sections for (a) Round Pipe (2 2/3-inch [times] 1/2-inch, 3-inch [times] 1-inch, and 5-inch [times] 1-inch Corrugations) and (b) Pipe Arch (2 2/3-inch [times] 1/2-inch Corrugations) Shapes | p. 17 |
| Culvert Location Factors | p. 18 |
| Proper Culvert Grades | p. 21 |
| Culvert Length | p. 23 |
| Pipe Length for Skewed Culverts | p. 24 |
| Headwater Depth for Corrugated Steel Culverts with Inlet Control | p. 25 |
| Headwater Depth for Circular Culverts with Beveled Ring Inlet Control | p. 26 |
| Headwater Depth for Corrugated Steel Pipe Arch Culverts with Inlet Control | p. 27 |
| Headwater Depth for Inlet Control Structural Plate Pipe Arch Culverts | p. 28 |
| Head for Standard Corrugated Steel Pipe Culverts--Flowing Full--Outlet Control | p. 30 |
| Head for Standard Corrugated Steel Pipe Arch Culverts--Flowing full-Outlet Control | p. 31 |
| Head for Structural Plate Corrugated Steel Pipe Culverts--Flowing Full--Outlet Control | p. 32 |
| Head for Structural Plate Pipe Arch Culverts, 18-Inch Corner Radius--Flowing Full--Outlet Control | p. 33 |
| Hydraulic Elements in Terms of Hydraulics for Full Section--Circular Corrugated Steel Pipe | p. 34 |
| Full-Flow Data for Round Pipe | p. 35 |
| Hydraulic Properties of Corrugated Steel and Structural Plate Pipe Arches | p. 36 |
| Full-Flow Data for Corrugated Steel Pipe Arches | p. 36 |
| Full-Flow Data for Structural Steel Pipe Arches [Corrugations, 6 [times] 2 inches; Corner Plates, 9 pi; Radius (R[subscript c]), 18 inches] | p. 37 |
| Full-Flow Data for Corrugated Steel Pipe Arches [Corrugations, 6 [times] 2 inches; Corner Plates, 15 pi; Radius (R[subscript c]), 31 inches] | p. 38 |
| Comparison of Waterway Cross-Sectional Areas at Equal Depths of Flow in Steel Pipe and Pipe Arch | p. 39 |
| Full-Flow Data for Structural Plate Arches | p. 40 |
| Hydraulic Data for Long-Span Horizontal Ellipse | p. 42 |
| Hydraulic Properties of Long-Span Horizontal Ellipse | p. 43 |
| Hydraulic Data for Long-Span Low-Profile Arch | p. 44 |
| Hydraulic Properties of Long-Span Low Profile Arch | p. 45 |
| Hydraulic Data for Long Span High-Profile Arch | p. 46 |
| Hydraulic Properties of Long-Span High-Profile Arch | p. 47 |
| Hydraulic Data for Structural Plate Box Culverts | p. 48 |
| Hydraulic Properties of Structural Plate Box Culverts | p. 49 |
| Formulas for Rectangular and Trapezoidal Channels | p. 49 |
| Nomograph for Flow in Triangular Channels | p. 50 |
| Time of Concentration for Large Watersheds | p. 51 |
| Velocities for Upland Method of Estimating Travel Times for Overland Flow | p. 52 |
| Summary of Runoff Estimation Methods | p. 53 |
| Chezy Equation | p. 54 |
| Manning's Equation | p. 54 |
| Nomograph for Solution of Manning's Equation | p. 56 |
| Nomograph for Headwater Depth of Box Culverts with Entrance Control | p. 57 |
| Manning's n for Natural Stream Channels | p. 58 |
| Comparison of Limiting Water Velocities and Tractive Force Values for the Design of Stable Channels | p. 58 |
| Maximum Permissible Velocities in Vegetal-Lined Channels | p. 59 |
| Channel Protection | p. 60 |
| Average Annual Precipitation in United States | p. 61 |
| Fifteen-Minute Rainfall (in Inches) Expected Once in (a) 2 Years and (b) 5 Years | p. 62 |
| Typical Cross Section of Street with Concrete Curb and Gutter | p. 63 |
| Typical Concrete Curb-and-Gutter Section | p. 63 |
| Typical Inlet Installation with Concrete Curb and Gutter | p. 64 |
| Standard Catch Basin for Storm Sewer | p. 64 |
| Flow-Thru Inlet | p. 65 |
| Typical Standard Crosswalk "T" Intersection | p. 66 |
| Ramp Detail at Radius of Concrete Curb and Gutter | p. 66 |
| Typical Driveway Approach in Concrete Curb and Gutter | p. 67 |
| Typical Driveway Approach without a Boulevard | p. 67 |
| Infiltration and Inflow | p. 1 |
| General Description and Definition of Terms | p. 2 |
| List of Investigative Methods for Infiltration/Inflow | p. 4 |
| Calculation of Infiltration Rate in Pipeline | p. 5 |
| Base Infiltration Calculation | p. 6 |
| Example of Diurnal Flow Pattern of Wastewater Collection System | p. 7 |
| Mini-System of Existing Sanitary Sewer Collection System | p. 8 |
| Example of Inflow during Storm Event as Recorded at Key Manhole | p. 9 |
| Typical Televising Log of Sewer Main Inspection | p. 10 |
| Sanitary Sewer Manhole Illustrating Possible Sources of Infiltration/Inflow | p. 11 |
| Typical Sanitary Sewer Lateral Illustrating Possible Sources of Infiltration | p. 12 |
| Map of High and Low Groundwater Table Relative to Sanitary Sewer Mains | p. 13 |
| Typical Cross-Section of Sanitary Sewer Service Lateral and Groundwater Table | p. 14 |
| General Methods to Reduce Infiltration/Inflow | p. 15 |
| Typical Manhole Pipe Seal to Prevent Infiltration | p. 16 |
| Storage and Fire Protection | p. 1 |
| Principal Accessories for an Elevated Storage Tank | p. 2 |
| Double Ellipsoidal Elevated Tank | p. 3 |
| Pedestal Sphere Elevated Tank | p. 4 |
| Hydroped Elevated Tank | p. 5 |
| Torospherical Elevated Tank | p. 6 |
| Toropillar Elevated Tank | p. 7 |
| Hydropillar Elevated Tank | p. 8 |
| Hydropillar Elevated Tank (wineglass style) | p. 9 |
| Double-Cone Elevated Tank | p. 10 |
| Typical Private Fire Service Main | p. 11 |
| Arrangement of Supply Piping and Valves | p. 12 |
| Straight Pipe Riser | p. 13 |
| Wet Pipe Sprinkler Riser with Alarm Check Valve | p. 14 |
| Header for Dry Pipe Valves | p. 15 |
| Pit for Gate Valve, Check Valve, and Fire Department Connection | p. 16 |
| Typical City Water Pit-Valve Arrangement | p. 17 |
| Backflow Prevention Device Installed on an Antifreeze System | p. 18 |
| Working Plans for Circulating Closed-Loop Systems | p. 19 |
| Hydraulic Calculation Example | p. 20 |
| Example of a Deluge System | p. 21 |
| High-Temperature and Intermediate-Temperature Zones at Unit Heaters | p. 22 |
| Canopy for Protecting Sprinklers in Building Service Chutes | p. 23 |
| Methods of Flushing Water Supply Connections | p. 24 |
| Maintenance Schedule | p. 25 |
| Cross-Section View of Subsurface Fire Protection Reservoir | p. 26 |
| Pumphouse Details of Subsurface Fire Protection Reservoir | p. 27 |
| Miscellaneous Piping Details for Subsurface Fire Protection Reservoir | p. 29 |
| Details of Fire Hydrant | p. 31 |
| Typical Hydrant Installation | p. 32 |
| Dry Fire Hydrant Details | p. 33 |
| Well Design Considerations | p. 1 |
| Aquifers | p. 2 |
| Drilled Wells | p. 2 |
| Cross-Section of an Artesian Aquifer | p. 3 |
| Typical Gravel Pack Well | p. 4 |
| Pump Base with Gravel Pack Refill Piping | p. 5 |
| Cross-Section View of Refill Piping | p. 5 |
| Well Casing Seated at Top of Rock Layer Centered on Open Drill Hole | p. 6 |
| Well Sealing and Grouting | p. 6 |
| Cross-Section View of a Typical Sanitary Seal for a Well Using a Submersible Pump with a Below Grade Discharge | p. 7 |
| Exploded View of a Typical Sanitary Seal for a Well using a Submersible Pump with Above Grade Discharge | p. 8 |
| Wellhead Protection Planning | p. 9 |
| Recharge Area | p. 10 |
| Zone of Influence | p. 10 |
| Groundwater Flow Direction | p. 11 |
| Inventory of Existing Potential Contamination Sources | p. 11 |
| Establishment of a WHP Area | p. 12 |
| Public Education Program | p. 12 |
| Water Conservation Program | p. 12 |
| Emergency Contingency Plan | p. 13 |
| General Management Plan | p. 13 |
| Cross-Section through Pumphouse Showing Arrangement of Right Angle Gear Drive for Auxiliary Pumping | p. 14 |
| Regulatory Approvals | p. 15 |
| Estimating Flows in the Field | p. 1 |
| Field Calculations | p. 2 |
| Density of Water | p. 2 |
| Water Pressure | p. 2 |
| Archimedes' Principle | p. 3 |
| Pascal's Law | p. 3 |
| Continuity of Fluid Flow | p. 3 |
| Bernoulli's Law | p. 3 |
| Velocity Head | p. 3 |
| Orifice Flow | p. 4 |
| Friction Loss Flow | p. 4 |
| Water Hammer | p. 4 |
| Hydraulic Press Principle | p. 5 |
| Method of Determining the Depth to Water Level in a Deep Well | p. 5 |
| Determination of Total Head from Gauge Readings | p. 7 |
| Determination of Total Head of Deep-Well Turbine or Propeller Pump | p. 8 |
| Manometer Pressure Calculation Methods | p. 9 |
| Approximating Flow from Horizontal Pipes | p. 10 |
| Approximating Flow from Vertical Pipes | p. 11 |
| Types of Liquid-Level Measuring Devices | p. 12 |
| High-Low Level Indicator | p. 13 |
| Illustrated Uses of Float Assemblies | p. 14 |
| Float Well Sizing | p. 15 |
| Typical River Gauging Station | p. 16 |
| Details of Recording Station Using Floats | p. 17 |
| Details of Float-Operated Flow Meter | p. 18 |
| Summary of Discharge Equations for Broad- and Sharp-Crested Weirs | p. 19 |
| Flow Test Procedure | p. 20 |
| Pitot Tube Design and Use | p. 22 |
| Flowing Capacities of Hydrant Nozzles, in Gallons per Minute | p. 23 |
| Water Loss versus Pipe Leak Size | p. 25 |
| Barrel Testing Method for Infiltration Assessment | p. 26 |
| Flooding Basin Test for Infiltration Rates | p. 27 |
| Irrigation Table | p. 28 |
| Flow Equivalents | p. 29 |
| Supplemental data | p. 1 |
| Commonly Used Constants | p. 2 |
| Conversions, Constants, and Formulas | p. 3 |
| Quantity and Velocity Equations | p. 4 |
| Values of n for the Manning Formula: q=(1/n)AR[superscript 2/3]S[superscript 1/2] | p. 5 |
| Density and Volume of Water | p. 6 |
| Conversion Units Chart for Volumetric Flow Rate | p. 7 |
| Conversion Units Chart for Force | p. 7 |
| Conversion Units Chart for Pressure | p. 8 |
| Properties of Water in Metric Units | p. 9 |
| Peak Factor | p. 10 |
| Surface Drainage Runoff Diagram | p. 11 |
| Groundwater Drainage via Subsurface Drain Pipes | p. 12 |
| Laser Beam Setup for Laying Pipe to Grade | p. 13 |
| Diagram Showing Common Method of Laying Pipe to Line and Grade | p. 14 |
| Power Consumed in Pumping 1000 Gallons of Clear Water at 1 Foot Total Head (Various Efficiencies) | p. 15 |
| Radius of Curvature and Angle of Deflection for Curvilinear Sewers Using Various Pipe Lengths | p. 16 |
| Conveyance Factors (for Pipes 15 Inches and Smaller and Pipes 18 Inches and Larger) | p. 17 |
| Capacity Conversions | p. 18 |
| Pressure and Head Conversion Chart | p. 20 |
| Atmospheric Pressures for Altitude up to 12,000 Feet | p. 21 |
| Relation Between Variables in the Hydraulic Jump | p. 22 |
| Depth of Flow and Specific Energy for Rectangular Section in Open Channel | p. 23 |
| Design of an Overflow Spillway Section | p. 24 |
| Basic Principles of Hydraulic Grade Lines (HGLs) in Dynamic Systems | p. 25 |
| Typical Map Symbols | p. 26 |
| Comparison of Pipe Materials and Joints | p. 27 |
| Measurement Conversions | p. 28 |
| AWWA Standards | p. 34 |
| Index | |
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