FACILITIES DEVELOPMENT MANUAL - Chapter 13 - Drainage - Table of Contents

Oct 12, 2026

Uploaded by Riley

Facilities Development Manual table of contents for Wisconsin Department of Transportation, Chapter 13 on Drainage. It lists drainage practice sections, hydrology and hydraulic design topics covering culverts, storm sewers, bridges, and storm sewer layout elements. Includes attachments such as glossaries, major drainage guidelines, documentation and spreadsheet worksheets, culvert material and sizing standards, hydrologic design criteria, hydrograph development, inlet and manning-related calculations, and channel and road ditch design references.

LanguageEnglish

CategoryGeneral

FormatPDF

Pages3

Reading Time1 min

AccessFree to download

Chapter 13: Drainage

Section 13-1 Drainage Practice

Section 13-5 Field Work

Section 13-10 Hydrology

Section 13-15 Hydraulic Design of Culverts

Section 13-20 Hydraulic Design of Bridges

Section 13-25 Storm Sewer Design

Section 13-30 Channels and Road Ditches

FACILITIES DEVELOPMENT MANUAL Wisconsin Department of Transportation TABLE OF CONTENTS Chapter 13: Drainage Section 13-1 Drainage Practice 13-1-1 ......... Drainage Practice Background Attachment 1.1...... Glossary of Terms 13-1-5 ......... Major Drainage Guidelines and Criteria Attachment 5.1...... intentionally left blank Attachment 5.2...... Major Drainage Summary Sheet 13-1-10 ....... Documentation of Hydrologic/Hydraulic Design Attachment 10.1.... Stormwater-Drainage-WQ Report Spreadsheet: Drainage-Summary Worksheet Attachment 10.2.... Stormwater-Drainage-WQ Report Spreadsheet: Drainage-Data Worksheet 13-1-12 .......Aquatic Connectivity Attachment 12.1 Aquatic Connectivity Coordination Process 13-1-15 .......Culvert Material Selection Standard Attachment 15.1.... Potential for Bacterial Corrosion of Zinc Galvanized Steel Culvert Pipe (Map) 13-1-17 .......Storm Sewer Material Selection Standard 13-1-20 ....... Large Drainage Conduit 13-1-21 ....... Precast Box Culverts 13-1-25 ....... Fill Height Tables Attachment 25.1.... Storm Sewer Fill Height Table for Concrete Pipe Attachment 25.2.... Fill Height Table-Corrugated Steel, Aluminum, Polyethylene, Polypropylene and Reinforced Concrete Pipe, HS20 Loading, 2-2/3in x 1/2in Corrugations Attachment 25.3.... Fill Height Tables: Corrugated Steel Pipe, 3 in x 1inCorrugations; and Structural Plate Pipe, 6in x 2in Corrugations Attachment 25.4.... Fill Height Tables: Corrugated Steel Pipe Arch, 2-2/3in x 1/2in Corrugations; and Corrugated Steel Pipe Arch, 3in x 1in Corrugations Attachment 25.5.... Fill Height Table, Structural Plate Pipe Arch, 6inx2in Corrugations Attachment 25.6.... Fill Height Tables: Corrugated Aluminum Pipe, 3in x 1in Corrugations; and Aluminum Alloy Structural Plate Pipe, 9in x 2 1/2in Corrugations Attachment 25.7.... Fill Height Table, Corrugated Aluminum Pipe Arch, 2 2/3in x 1/2in Corrugations Attachment 25.8.... Fill Height Table, Aluminum Alloy Structural Plate Pipe Arch, 9in x 2-1/2in Corrugations Attachment 25.9.... Fill Height Table, Reinforced Concrete Arch and Elliptical Pipe (all sizes); and Dimensions for Reinforced Concrete Arch and Elliptical Pipe (English) 13-1-30 .......Culvert Replacement and Analysis for Perpetuation and Rehabilitation Projects Attachment 30.1.... Guidelines for Determining a Rural Area Attachment 30.2 …Culvert Sizing Quick Check Section 13-5 Field Work 13-5-1 ......... Introduction 13-5-5 .........Survey Data Section 13-10 Hydrology 13-10-1 ....... Design Criteria 13-10-3 ....... Drainage Area Delineation 13-10-5 ....... Methods of Determining Peak Runoff Attachment 5.1......Area Limits for Peak Discharge Methods Attachment 5.2...... Runoff Coefficients (C) for the Rational Method Attachment 5.3...... Rainfall Intensity-Duration-Frequency Curves by County Attachment 5.4...... Rational Method Example-Rural Attachment 5.5...... Rational Method Example-Urban Attachment 5.6...... NRCS Method (TR-55) Example Attachment 5.7 MSE3 and MSE4 Rainfall Distribution Attachment 5.8 24-Hour Rainfall Depths by County Attachment 5.9 USGS Flood Frequency Equations (Regression) Example 13-10-10 Hydrograph Development and Routing Section 13-15 Hydraulic Design of Culverts 13-15-1 ....... Economic Analysis 13-15-5 ....... Design Criteria Attachment 5.1...... Entrance Loss Coefficients (Ke) for Culverts 13-15-10 Culvert Hydraulics Attachment 10.1.... Energy Losses Through a Conduit (schematic) Attachment 10.2.... Inlet and Outlet Control Problem Sample Work Sheets Attachment 10.3.... Culvert Hydraulic Performance Curves (examples) 13-15-15 Special Hydraulics Section 13-20 Hydraulic Design of Bridges 13-20-1 ....... Design Methods Attachment 1.1......Types of Flow Encountered at Bridges Section 13-25 Storm Sewer Design 13-25-1 ....... Introduction Attachment 1.1...... Storm Sewer Design Flow Chart 13-25-5 ......

FAQs

What does Chapter 13 cover in the Facilities Development Manual?

Chapter 13 focuses on drainage, including drainage practice, field work, hydrology, and hydraulic design for culverts, bridges, storm sewers, and channels/road ditches.

Which sections are included under hydrology in Chapter 13?

Hydrology includes design criteria, drainage area delineation, methods for determining peak runoff, and hydrograph development and routing, with several supporting attachments.

What types of materials and calculations are referenced in the storm sewer and culvert design sections?

The table of contents references culvert and storm sewer design criteria, inlet and gutter design, hydraulic elements and performance curves, Manning-related coefficients/diagrams, and worksheets for full and partially full or surcharged flow procedures.

Oct 12, 2026

Uploaded by Riley