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ASCE Standard 12 13 14 2013

ASCE Standard 12 13 14 2013

$47.67

ASCE Standard Guidelines for the Design of Urban Subsurface Drainage (ASCE/EWRI 12-2013); Standard Guidelines for the Installation of Urban Subsurface Drainage (ASCE/EWRI 13-2013); and Standard Guidelines for the Operation and Maintenance of Urban Subsurface Drainage (ASCE/EWRI 14-2013)

Published By Publication Date Number of Pages
ASCE 2013 109
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Prepared by the Urban Drainage Standards Committee of the Standards Development Council of the Environmental and Water Resources Institute of ASCE This single-volume set of three Standards establishes guidelines for design, installation, and operation and maintenance of urban subsurface drainage systems. ANSI/ASCE/EWRI 12-13 provides guidelines for the design of these systems and covers site analysis, system configuration, drain envelopes, hydraulics and hydrology, structural considerations, and materials. ANSI/ASCE/EWRI 13-13 focuses on installation and examines site investigation, installation procedures, and inspection. ANSI/ASCE/EWRI 14-13 provides guidelines for operation and maintenance (O&M) of urban subsurface drainage, including O&M plans, safety, water quality, inspection, maintenance, and rehabilitation. This new edition contains major state-of-the-art updates to Standard 12 regarding the hydraulics of different types of drains, including drain pipes, aggregate drains, geotextile drains, and geonets and geocomposite drains. Throughout these Standards, references have been added and updated. Together, the three Standards offer comprehensive guidance for the collection and conveyance of subsurface drainage waters in industrial, commercial, residential, and recreational areas, as well as for applications such as airports, roads, and other transportation systems. Engineers working with subsurface drainage systems, along with the owners of such systems, will find these updated standards to be a valuable resource.

PDF Catalog

PDF Pages PDF Title
1 Cover
10 CONTENTS
13 FOREWORD
14 ACKNOWLEDGMENTS
16 1 Scope
1.1 Applicable Standards
20 2 Definitions
2.1 General
2.2 Terms
22 3 Site Analysis
3.1 General
3.2 Basic Requirements
3.2.1 General
3.2.2 Topography
3.2.3 Geography
3.2.4 Water Table
3.2.5 Geology
3.2.6 Water Source
23 3.2.7 Soil Characteristics
3.2.8 Environmental Factors
24 3.2.9 Physical Constraints
26 4 System Configuration
4.1 General
4.2 Collection System Types
4.2.1 Pipes
4.2.2 Geocomposites and Geonets
4.2.3 Geomembranes
4.2.4 Geotextiles
4.2.5 Aggregates
4.2.6 Wick Drains
4.3 Conveyance Conduits and Outlets
4.4 Applications
4.4.1 Foundation Drains
4.4.2 Roads, Railroads, and Airports
27 4.4.3 Parking and Other Paved Areas
30 4.4.4 Recreational and Turf Areas
4.4.5 Landscaped Areas
32 4.5 Appurtenances
4.5.1 Pumping and Lift Stations
4.5.2 Vaults
4.5.3 Manholes
4.5.4 Cleanouts
34 5 Drain Envelopes
5.1 General
5.2 Determination of Need
5.3 Design Of Envelopes
5.3.1 Pipe Holes, Slots, and Joints
5.3.2 Bedding Envelopes
35 5.3.3 Hydraulic Envelopes
5.4 Envelope Materials
5.4.1 Natural Materials
5.4.2 Artificial Materials
36 6 Hydraulics and Hydrology
6.1 General Information
6.2 Water Sources
6.2.1 Subsurface Water Sources
6.2.2 Surface Water Sources
6.3 Establishing the Need for Subsurface Drainage
6.3.1 General
6.3.2 Removal Criteria for Different Environments and Climates
37 6.3.3 Special Requirements for Paved Surfaces
6.4 Basic Subsurface Drainage Theory
6.4.1 Controlled Water Table Elevation
6.4.2 Drainable Versus Nondrainable Groundwater
6.4.3 Drainage Formulas and Recommended Practices
38 6.5 Subsurface Drain Applications
6.5.1 Soil Consolidation Using Wick Drains
6.5.2 Groundwater Removal with Relief Drains
39 6.5.3 Seepage Control with Interceptor Drains
6.5.4 Water Control of Pavement Structural Sections
40 6.6 Inflow-Outflow Continuity
6.7 Inflow to Collectors
6.7.1 Relief Drains
41 6.7.2 Wick Drains and Chimney Drains
6.7.3 Interceptor Drains
6.7.4 Perimeter Drains and Edge Drains
6.8 Hydraulics of Subsurface Drains
6.8.1 Outflow of Collected Water
6.8.2 Hydraulics of Drainpipes
43 6.8.3 Manning Equation
6.8.4 Hydraulics of Aggregate Drains
44 6.8.5 Hydraulics of Geotextile Drains
45 6.8.6 Hydraulics of Geonets and Geocomposite Drains
46 6.8.7 Hydraulics of Soil Layer Consolidation Drains
48 7 Structural Considerations
7.1 Loading
7.1.1 General
7.1.2 Dead Loads and Live Loads
7.1.3 Construction Loads
7.2 Embedment
7.3 Pipe Design
7.3.1 Corrugated Metal Pipe
7.3.2 Thermoplastic Pipe
49 7.3.3 Precast Concrete Pipe
7.3.4 Clay Pipe
7.4 Other Systems
52 8 Materials
8.1 Pipe
8.1.1 Concrete Pipe
53 8.1.2 Thermoplastic Pipe
54 8.1.3 Metal Pipe
8.1.4 Vitrified Clay Pipe
8.2 Corrugated Wall Stormwater Collection Chambers
55 8.3 Other Materials And Products
56 9 Codes and Permits
9.1 General
9.2 Codes
9.3 Permits
58 10 References
10.1 Cited References
59 10.2 General References
64 CONTENTS
66 FOREWORD
67 ACKNOWLEDGMENTS
68 1 Scope
1.1 Applicable Standards
70 2 Definitions
2.1 General
2.2 Terms
72 3 Contract Documents
3.1 General
3.2 Plans
3.3 Specifications
3.4 Other
74 4 Site Investigation
4.1 General
4.2 Surface Features
4.3 Subsurface Features
4.3.1 Utilities
4.3.2 Geologic Conditions
76 5 Installation
5.1 General
5.2 Safety
5.3 Soil Erosion and Sediment Control
5.4 Site Preparation
5.5 Materials Receiving, Handling, and Storage
5.6 Line and Grade
5.7 Excavation
5.7.1 Excavation Limits
77 5.7.2 Handling of Excavated Material
5.7.3 Sheathing and Shoring
5.7.4 Dewatering
5.8 Foundation Preparation
5.9 Placement of Drainage Materials
5.9.1 Pipe
5.9.2 Geocomposite Drainage Materials
5.9.3 Other Drainage Materials
5.10 Backfill
5.11 Site Restoration
78 6 Inspection
6.1 General
6.2 Inspection of Materials
6.2.1 Prefabricated and/or Premanufactured Components
6.2.2 Bedding, Backfill, and Envelope Materials
6.2.3 Storage of Materials
6.3 Inspection of Equipment
6.4 Inspection of Construction
6.4.1 General
6.4.2 Construction Layout
79 6.4.3 Excavation and Dewatering
6.4.4 Installation
6.4.5 Backfilling
6.4.6 Televising
6.4.7 Testing
6.4.8 Safety
6.4.9 Suitability and/or Conformance
6.5 Acceptance of Construction
6.6 Recording Observations
80 6.7 Record Drawings
82 7 References
84 Appendix A: Recommended Use of Trench Boxes
A1.0 Introduction
A2.0 General Considerations
A3.0 Subtrench Construction
A4.0 Regular Trench Construction
A5.0 Summary
88 CONTENTS
89 FOREWORD
90 ACKNOWLEDGMENTS
92 1 Scope
1.1 Applicable Standards
94 2 Definitions
2.1 General
2.2 Terms
96 3 Operation and Maintenance Plan
3.1 General
3.2 Scope
3.3 Responsibilities
3.4 Design Criteria
3.5 Normal Operating Procedures
3.6 Abnormal Operating Procedures
3.6.1 General
3.6.2 Line Blockage
3.6.3 Other System Components
3.7 Maintenance Procedures
3.7.1 General
3.7.2 Corrective Maintenance
97 3.7.3 Preventive Maintenance
3.7.4 Checklists
3.7.5 Annual System Inspection
3.8 Safety
3.8.1 General
3.8.2 Mechanical
3.8.3 Electrical
3.8.4 Underground Procedures
3.8.5 Other Safety Considerations
98 4 Water Quality
4.1 General
4.2 Environmental Indicators
4.3 Water Quality Standards
100 5 Periodic Inspection
5.1 General
5.2 Underground Safety
5.3 Inspection
102 6 Maintenance
6.1 General
6.2 Cleaning
6.3 Mechanical And Electrical
6.4 Repair
6.5 Rehabilitation
104 7 References
106 INDEX
A
B
C
D
E
F
G
107 H
I
J
L
M
O
P
108 R
S
T
U
V
W

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