Stormwater design for sustainable development / Ronald L. Rossmiller.

Saved in:

Bibliographic Details
Published:	New York : McGraw-Hill Education, [2014]
Main Author:	Rossmiller, Ronald Leroy
Subjects:	Urban runoff > Management. Storm sewers. Drainage. Sustainable development.
Format:	Book

Stormwater design for sustainable development /

Table of Contents:

Machine generated contents note: 1.Introduction
1.1.Why This Book
1.1.1.Where We Were and Are Now
1.1.2.For Whom Was This Book Written?
1.1.3.Purposes of This Book
1.1.4.Sustainability and the Triple Bottom Line
1.2.The Book's Contents
1.3.A Better Way to Develop Land
1.4.Intent of This Book
1.5.Spreadsheets
1.6.Organization of the Book
1.7.Some Final Thoughts
2.Developing Low-Impact Developments
2.1.Low-Impact Development
2.2.America Is Becoming Green
2.3.Maximize Development's Attractiveness
2.4.Minimize Runoff Rates and Volumes
2.5.Maximize Reduction of Pollutants
2.6.Minimize Construction, Operation, and Maintenance Costs
2.7.Educational Opportunities
2.8.Realistic Approach
2.8.1.Evolution of a Development
2.8.2.Some Suggestions
2.9.Balanced-Layered Approach to Sustainability
2.9.1.Local Streets
2.9.2.Sidewalks
2.9.3.Lot Sizes
2.9.4.Front-Yard Setbacks (Coving)
2.9.5.Side-Yard Setbacks
2.9.6.Driveways
2.9.7.Gathering Places: Open Space
2.9.8.Architecture
2.9.9.Rain Gardens
2.9.10.Lawns, Shrubs, and Trees
2.9.11.Other BMPs
2.10.Summary
3.Coving and Curvilinear Streets
3.1.Introduction
3.2.A Better Approach
3.3.Coving (Front-Yard Setbacks)
3.4.Benefits of Coving and Curvilinear Streets
3.5.Traditional Subdivision
3.6.Newer Neighborhood Approach
3.7.Newer Neighborhood Concept Applications
3.8.Altoona Heights
3.8.1.Traditional Grid Streets
3.8.2.Curvilinear Streets
3.9.Walnut Creek Highlands
3.9.1.Traditional Grid Streets
3.9.2.Curvilinear Streets
3.10.Santiago Creek
3.10.1.Traditional Grid Streets
3.10.2.Curvilinear Streets
3.11.Summary
4.Planning
4.1.Planning a New or Retrofitting an Existing Development
4.2.Fatal Flaw Analysis
4.3.Proposed Land Use
4.4.Information Needed
4.4.1.Topographic Information
4.4.2.Survey and Boundary Data
4.4.3.Soils and Geologic Data
4.4.4.Hydrologic and Hydraulic Data
4.4.5.Regulatory Data
4.5.Other Basic Information Needs
4.5.1.Political Considerations
4.5.2.Social Considerations
4.5.3.Financial Considerations
4.5.4.Information on BMPs
5.Types of Best Management Practices
5.1.Land-Consuming Detention Basins
5.2.Purposes of BMPs
5.3.Types of BMPs
5.3.1.EPA's Definition
5.3.2.Source Controls
5.3.3.Treatment Controls
5.3.4.BMP Descriptions
5.4.Greenroofs
5.4.1.Definition of a Greenroof
5.4.2.Discussion
5.5.Catch Basin Inserts
5.5.1.Definition
5.5.2.Variety of Manufactured Inserts
5.6.Lawns
5.6.1.Definition
5.6.2.Discussion
5.7.Vegetated Swales (Bioswales)
5.7.1.Definition
5.7.2.Description
5.8.Infiltration Trenches
5.8.1.Definition
5.8.2.Advantages
5.8.3.Design
5.9.Rain Gardens (Rain Garden Network, 2008a)
5.9.1.Definition
5.92.Discussion
5.9.3.Soil Types
5.9.4.Benefits (Rain Garden Network, 2008b)
5.9.5.Size and Installation
5.10.Perforated Pipe Surrounded by Gravel
5.10.1.Location and Construction
5.11.Porous Pavements
5.11.1.Definition
5.112.Locations Where Used
5.11.3.Layers
5.11.4.Design Considerations
5.11.5.Construction Considerations for Porous Asphalt Concrete
5.12.Permeable Pavements
5.12.1.Definition
5.13.Sediment Basins
5.13.1.Definition
5.13.2.Discussion
5.14.Extended Detention Basins
5.14.1.Definition
5.142.Discussion
5.15.Dry Detention Basins
5.15.1.Definition
5.15.2.Discussion
5.15.3.Forebays
5.16.Wet Detention Basins
5.16.1.Definition
5.162.Difference from a Dry Detention Basin
5.17.Buffer Zones
5.17.1.Definition
5.172.Discussion
5.17.3.Widths
5.17.4.Three-Zone Buffer System
5.17.5.Maintenance Considerations
5.17.6.Design Factors
6.Precipitation
6.1.Summary of First Five Chapters
6.2.Introduction
6.3.Rainfall Gaging Stations
6.3.1.Standard Gage
6.3.2.Weighing Bucket
6.3.3.Tipping Bucket
6.3.4.Alter Shield
6.3.5.Volunteers
6.3.6.Gage Locations
6.3.7.Areal Extent and Rainfall Depths in a Storm
6.4.Average Rainfall over an Area
6.4.1.Arithmetic Mean Method
6.42.Thiessen Method
6.4.3.Isohyetal Method
6.5.Rainfall Intensity
6.6.Storm Duration
6.7.Rainfall Depth
6.8.Lime Distribution of Rainfall
6.9.Variables Needed for Development and Other Projects
6.10.Madison, Wisconsin, as a Case Study
7.Drainage Area Estimation
7.1.Definition and Comments
7.2.Steps in Watershed Delineation
7.3.Available Computer Tools
7.4.Topographic Maps
7.5.Stream Network
7.6.Watershed Delineation in Rural Areas
7.6.1.Stream Network
7.6.2.Watershed Boundary
7.7.Watershed Delineation in Urban Areas
7.7.1.Stream Network
7.7.2.Watershed Boundary
7.8.Subarea Boundaries
7.9.Drainage Area Estimation
7.10.Rural and Urban Areas
7.11.Subtlety in Urban Areas
7.12.Stream Network
7.13.Detailed Drainage Area Delineation Summary
7.13.1.Laying Out a Cross Section
7.13.2.Field Observations
7.13.3.Subareas
7.14.A Final Thought
8.Time of Concentration Estimation
8.1.Definition
8.2.Types of Equations
8.3.Components of Tc
8.4.Overland Flow or Sheet Flow
8.4.1.Overland Flow Equations
8.5.Shallow Concentrated Flow
8.6.Channel Flow
8.7.Estimation of Tc
8.8.Example of Tc Calculations
8.8.1.Example 8.1
8.9.Detailed Tc Estimation
8.10.What Should I Do?
9.Sizing BMPs
9.1.Decisions and Calculations Already Made
9.2.Steps Needed to Complete the Design Process
9.3.Allowable Headwater Depth
9.4.Depth or Elevation versus Storage Relationship
9.5.Inflow Hydrograph Methodology
9.6.Depth or Elevation versus Outflow Relationship
9.7.Routing Methodology
10.Allowable Depths
10.1.Definitions
10.2.Roadways for New or Existing Detention Basins
10.3.Berms for Many BMPs
10.4.Site Characteristics
10.5.Institutional Guidelines
10.6.Land Use
10.7.Return Periods
10.8.Freeboard
10.9.Caution
11.Depth-Storage Relationships
11.1.Definition
11.2.Equations
11.3.Examples
11.3.1.Example 11.1
11.3.2.Example 11.2
11.3.3.Example 11.3
11.3.4.Example 11.4
11.3.5.Example 11.5
11.4.Summary
12.Inflow Hydrographs
12.1.Introduction
12.2.Hydrologic Cycle
12.3.Hydrograph Methods
12.4.Hydrograph Development
12.4.1.Time of Concentration
124.2.Runoff Curve Number
12.4.3.Subareas
12.4.4.Hydrograph Variables
12.4.5.Hydrograph Ordinates
12.5.Potential Attenuation of Inflow Hydrographs
12.6.Example 12.1
12.6.1.Times of Concentration
12.62.Curve Number
12.6.3.Hydrograph Variables
12.6.4.Hydrograph Ordinates
12.6.5.Attenuation of Inflow Hydrographs
12.7.Example 12.2: Catfish Creek Tributary
12.7.1.Drainage Areas
12.7.2.Soil Types
12.7.3.Antecedent Moisture Condition
12.7.4.Land Uses
12.7.5.Curve Numbers
12.7.6.Times of Concentration and Travel Times
12.7.7.Rainfall
12.7.8.Inflow Hydrographs
12.8.Nuances of the Method
12.8.1.Rainfall
12.8.2.Time of Concentration
12.8.3.Runoff Curve Number
12.8.4.Hydrograph Variables and Ordinates
12.9.Summary
13.Basic Hydraulics
13.1.Introduction
13.2.Conservation of Mass
13.3.Total Energy
13.4.Bernouilli's Equation
13.5.Specific Energy
13.6.Froude Number
13.7.Manning's Equation
13.8.Critical Depth
13.9.Normal Depth
13.10.Example 13.1
13.10.1.Critical Depth
13.10.2.Normal Depth
13.10.3.Froude Number
13.10.4.Is This a Hydraulically Mild or Hydraulically Steep Slope?
13.11.Spreadsheets
13.12.Conduit Slope
13.13.Hydraulic Jump
13.14.Friction Loss
13.15.Summary
14.Culvert Hydraulics
14.1.Introduction
14.2.Design Sequence
14.3.Determine AHW
14.3.1.Site Characteristics
14.3.2.Institutional Guidelines
14.4.Estimate Design Flow Rates
14.5.Select Culvert Characteristics

14.6.Location of Control Section
14.6.1.Inlet Control Factors
14.6.2.Outlet Control Factors
14.7.Hydraulic Design
14.8.Determine Critical and Normal Depths
14.9.Inlet Control Charts
14.10.Outlet Control Charts
14.11.Performance Curves
14.12.Outlet Transitions
14.13.Pipe Protective Measures Affecting Culvert Hydraulics
14.14.Summary
15.Riser Structure Design
15.1.Introduction
15.2.A Caution
15.3.Orifices
15.3.1.Area and Gravity
15.3.2.Coefficient of Discharge
15.3.3.Heads on an Orifice
15.4.Weirs
15.4.1.Coefficient of Discharge
15.4.2.Length
15.4.3.Head
15.5.Is a Weir Always a Weir Just as an Orifice Is Always an Orifice?
15.6.Water Quality Outlets
15.7.Examples
15.7.1.Example 15.1: Short, Steep 24-Inch RCP with a 50-Degree V-Notch Weir
15.7.2.Example 15.2: Rectangular Weir in a Riser
15.7.3.Example 15.3: Vertical Perforated Riser
15.7.4.Example 15.4: Riser with Multiple Outlets
15.8.Summary
16.Hydrograph Routing
16.1.Introduction
16.2.Routing Equation
16.3.Routing Curve
16.4.Routing Procedure
16.5.Example 16.1
16.5.1.Description
16.5.2.Inflow Hydrographs
165.3.Elevation Storage
16.5.4.Elevation Outflow
16.5.5.Routing Curve
16.5.6.Routing the 2-Year Hydrograph through Catfish Creek Tributary
16.5.7.Routing the 100-Year Hydrograph through Catfish Creek Tributary
16.6.Cost and Summary
Appendices
A.Retrofit for Catfish Creek
A.1.Problem Statement
A.2.Permanent Pond Elevation
A.3.Top of Riser Elevation
A.4.Inflow Hydrographs
A.5.Revised Storage Volumes
A.6.Attenuation of Inflow Hydrographs
A.7.Elevation-Outflow Calculations for the 2-Year Orifice
A.8.Elevation-Outflow Calculations for the Top of Riser
A.9.Total Riser Inflows
A.10.Routing Curve
A.11.Hydrograph Routing for the Water Quality Storm Event
A.12.Hydrograph Routing for the 100-Year Storm Event
A.13.Cost
A.14.Summary
B.Greenroofs

Note continued: B.1.Definition
B.2.Apartment Building
B.2.1.Drainage Area
B.2.2.Time of Concentration
B.2.3.100-Year Inflow Hydrograph
B.2.4.Depth-Storage Calculations
B.2.5.Depth-Outflow Calculations
B.2.6.Routing Curve Calculations
B.2.7.100-Year Hydrograph Routing
B.3.Summary
C.Residential Rain Gardens
C.1.Definition
C.2.Introduction
C.3.Description of Rain Garden Example
C.3.1.Front Yard and Street Runoff Volume
C.3.2.Lime of Concentration
C.3.3.Runoff Hydrograph
C.3.4.Storage Volume
C.3.5.Outflow Rate
C.3.6.Routing Curve
C.3.7.Hydrograph Routing
C.3.8.Summary
C.4.Revised Rain Garden Example
C.4.1.Runoff Volume
C.4.2.Time of Concentration
C.4.3.Runoff Hydrograph
C.4.4.Storage Volume
C.4.5.Outflow Rate
C.4.6.Routing Curve
C.4.7.Hydrograph Routing
C.4.8.Summary
D.Vegetated Swale (Bioswale)
D.1.Definition
D.2.Apartment Complex
D.2.1.Tributary Drainage Area
D.2.2.Undeveloped Peak How Rate
D.2.3.Time of Concentration
D.2.4.Runoff Curve Number
D.2.5.100-Year Inflow Hydrograph
D.2.6.Storage Volume
D.2.7.Depth-Outflow Calculations
D.2.8.Routing Curve Calculations
D.2.9.100-Year Hydrograph Routing
D.2.10.Outlet Structure Summary
D.3.Alternative Outlet Structure
D.3.1.Routing Curve Calculations
D.3.2.100-Year Routing Calculations
D.3.3.Summary
E.Parking Lots
E.1.Introduction
E.2.Original Problem Description
E.2.1.100-Year Inflow Hydrograph
E.2.2.Depth-Storage Calculations
E.2.3.Depth-Outflow Calculations
E.2.4.Routing Curve Calculations
E.2.5.100-Year Hydrograph Routing
E.2.6.Parking Lot Cost
E.2.7.Summary
E.3.Modified Parking Lot Drainage
E.3.1.Depth-Outflow Calculations
E.3.2.Routing Curve Calculations
E.3.3.100-Year Routing Calculations
E.3.4.Cost
E.3.5.Summary of Revised Parking Lot Drainage
E.4.Porous Pavement Parking Lot
E.4.1.100-Year Inflow Hydrograph
E.4.2.Depth-Storage Calculations
E.4.3.Depth-Outflow Calculations
E.4.4.Routing Curve Calculations
E.4.5.100-Year Hydrograph Routing
E.4.6.Cost
E.4.7.Summary of Porous Pavement Alternative
E.5.Summary of the Three Alternatives
F.Single-Family Neighborhood
F.1.Introduction
F.2.Traditional Subdivision
F.3.Curvilinear Streets
F.4.Questions Needing to Be Answered
F.5.Answers to These Questions
F.5.1.Site's Southeastern Portion
F.5.2.Site's Northwestern Portion
F.5.3.Site's Main Portion
F.5.4.Peak Flow Rates and Runoff Water Quality
F.6.Runoff Curve Numbers
F.7.Limes of Concentration
F.8.Peak Flow Rate Reductions
F.9.Hydrograph Development
F.10.Basin Elevation-Storage Calculations
F.11.Outflow Structure
F.12.Revised Elevation-Storage Calculations
F.13.Outlet Structure Hydraulics
F.13.1.Outlet Pipe Calculations
F.13.2.Orifice for the 2-Year Water Quality Event
F.13.3.Orifice for the 10-Year Storm Event
F.13.4.Orifice for the 100-Year Storm Event
F.13.5.Total Flow through the Outlet Pipe
F.13.6.Routing Curve Calculations
F.14.Hydrograph Routing through Fig. F.4
F.14.1.Routing of the 2-Year, 24-Hour Hydrograph
F.14.2.Routing of the 10-Year, 24-Hour Hydrograph
F.14.3.Routing of the 100-Year, 24-Hour Hydrograph
F.15.Summary of Appendix F
G.Office Park
G.1.Original Problem Description
G.1.1.Rainfall
G.1.2.Limes of Concentration
G.1.3.Runoff Curve Numbers
G.1.4.Inflow Hydrographs
G.1.5.Depth-Storage Relationship
G.1.6.Depth-Outflow Relationship
G.1.7.Routing Curve
G.1.8.2-Year Hydrograph Routing
G.1.9.10-Year Hydrograph Routing
G.1.10.100-Year Hydrograph Routing
G.1.11.Cost
G.1.12.Summary
G.2.Revised Problem Description
G.3.Rooftops
G.3.1.Description
G.3.2.Limes of Concentration
G.3.3.Inflow Hydrographs on Roofs A, C, F, H
G.3.4.Inflow Hydrographs on Roofs B, D, E, G
G.3.5.Depth-Storage Calculations
G.3.6.Depth-Outflow Calculations
G.3.7.Routing Curve Calculations
G.3.8.Hydrograph Routing for Roofs A, C, F, H
G.3.9.Hydrograph Routing for Roofs B, D, E, G
G.4.Larger Rain Gardens
G.4.1.Description
G.4.2.Inflow Hydrographs
G.4.3.Depth-Storage Calculations
G.4.4.Depth-Outflow Calculations
G.4.5.Routing Curve Calculations
G.4.6.Hydrograph Routing
G.5.Smaller Rain Gardens
G.5.1.Description
G.5.2.Inflow Hydrographs
G.5.3.Depth-Storage Calculations
G.5.4.Depth-Outflow Calculations
G.5.5.Routing Curve Calculations
G.5.6.Hydrograph Routing
G.6.Interior Courtyard and Recreational Area
G.6.1.Description
G.6.2.Inflow Hydrographs
G.6.3.Depth-Storage Calculations
G.6.4.Depth-Outflow Calculations
G.6.5.Routing Curve Calculations
G.6.6.Hydrograph Routing
G.7.Summary
H.Industrial Site
H.1.Introduction
H.2.Roof
H.3.Production Space Roof
H.3.1.Lime of Concentration
H.3.2.100-Year Inflow Hydrograph
H.3.3.Depth-Storage Calculations
H.3.4.Depth-Outflow Calculations
H.3.5.Routing Curve Calculations
H.3.6.100-Year Hydrograph Routing
H.4.Offices Area Roof
H.4.1.Time of Concentration
H.4.2.100-Year Inflow Hydrograph
H.4.3.Depth-Storage Calculations
H.4.4.Depth-Outflow Calculations
H.4.5.Routing Curve Calculations
H.4.6.100-Year Hydrograph Routing
H.5.Bioswale
H.5.1.Lime of Concentration
H.52.100-Year Inflow Hydrograph
H.5.3.Depth-Storage Calculations
H.5.4.Depth-Outflow Calculations
H.5.5.Routing Curve Calculations
H.5.6.100-Year Hydrograph Routing
H.5.7.Summary of Production Space Roof and Bioswale
H.6.Rain Garden
H.6.1.Lime of Concentration
H.6.2.100-Year Inflow Hydrograph
H.6.3.Depth-Storage Calculations
H.6.4.Depth-Outflow Calculations
H.6.5.Routing Curve Calculations
H.6.6.100-Year Hydrograph Routing
H.7.Porous Concrete Areas
H.7.1.Lime of Concentration
H.7.2.100-Year Inflow Hydrograph
H.7.3.Depth-Storage Calculations
H.7.4.Depth-Outflow Calculations
H.7.5.Routing Curve Calculations
H.7.6.100-Year Hydrograph Routing
H.7.7.Summary of Porous Pavement
H.8.Summary of the Industrial Site
I.Potential Source Control Best Management Practices
J.Manning's Roughness Coefficients, n
K.References.

Stormwater design for sustainable development / Ronald L. Rossmiller.

Similar Items