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FAA 150 5320 5D 2013

FAA 150 5320 5D 2013

$39.00

FAA AC 150/5320-5D Airport Drainage Design

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FAA 2013
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PDF Catalog

PDF Pages PDF Title
7 CONTENTS
18 CHAPTER 1 INTRODUCTION
1-1 PURPOSE.
1-2 SCOPE.
1-3 REFERENCES.
1-4 UNITS OF MEASUREMENT.
1-5 APPLICABILITY.
1-5.1 Previous Standards.
1-5.2 Applicability Within DOD.
1-5.3 Design Objectives
19 1-5.4 Waivers to Criteria.
1-6 GENERAL INVESTIGATIONS.
1-7 ENVIRONMENTAL CONSIDERATIONS.
1-7.1 National Environmental Policy.
20 1-7.2 Federal Guidelines.
1-7.3 Regulatory Considerations.
1-7.4 Federal Regulations.
24 1-7.6 Local Laws.
1-7.7 U.S. Army Environmental Quality Program.
25 1-7.8 U.S. Air Force Environmental Quality Program.
1-7.9 U.S. Navy Environmental Quality Program.
1-7.10 FAA Environmental Handbook.
1-7.11 Environmental Impact Analysis.
1-7.12 Environmental Effects of Surface Drainage Systems.
26 1-7.13 Discharge Permits.
1-7.14 Effects of Drainage Facilities on Fish.
27 CHAPTER 2 SURFACE HYDROLOGY
2-1 PURPOSE AND SCOPE.
2-2 HYDROLOGIC CRITERIA.
2-2.1 Design Objectives.
2-2.2 Degree of Drainage Required.
2-2.3 Surface Runoff from Design Storm.
2-2.4 Design Storm Frequency
28 2-2.5 Surface Runoff from Storms Exceeding Design Storm.
2-2.6 Reliability of Operation.
29 2-2.7 Environmental Impact.
2-2.8 Maintenance.
2-2.9 Future Expansion.
2-3 HYDROLOGIC METHODS AND PROCEDURES.
2-3.1 Rainfall (Precipitation).
32 2-3.2 Determination of Peak Flow Rates.
42 2-3.3 USGS Regression Equations.
45 2-3.4 SCS TR-55 Peak Flow Method.
49 2-4 DEVELOPMENT OF DESIGN HYDROGRAPHS.
50 2-4.1 SCS Tabular Hydrograph.
54 2-4.2 SCS Synthetic Unit Hydrograph (UH).
58 CHAPTER 3 PAVEMENT SURFACE DRAINAGE
3-1 OVERVIEW.
3-2 DESIGN FREQUENCY AND SPREAD.
3-2.1 Selection of Design Frequency and Design Spread
59 3-2.2 Selection of Check Storm and Spread
3-3 SURFACE DRAINAGE.
3-3.1 Longitudinal Slope.
60 3-3.2 Cross (Transverse) Slope.
61 3-3.3 Curbs and Gutters.
62 3-3.4 Roadside and Median Channels
3-4 FLOW IN GUTTERS.
63 3-4.1 Capacity Relationship
64 3-4.2 Conventional Curb and Gutter Sections.
71 3-4.3 Shallow Swale Sections
78 3-4.4 Flow in Sag Vertical Curves.
3-4.5 Gutter Flow Time.
80 3-5 DRAINAGE INLET DESIGN.
3-5.1 Inlet Types.
82 3-5.2 Characteristics and Uses of Inlets
3-5.3 Inlet Capacity.
90 3-5.4 Interception Capacity of Inlets on Grade.
104 3-5.5 Interception Capacity of Inlets in Sag Locations.
112 3-5.6 Inlet Locations.
121 3-5.7 Median, Embankment, and Bridge Inlets.
130 3-6 GRATE TYPE SELECTION CONSIDERATIONS.
132 CHAPTER 4 CULVERT DESIGN
4-1 PURPOSE.
134 4-2 FISH PASSAGE CONSIDERATIONS.
4-2.1 General.
4-2.2 High Inverts.
4-2.3 High Velocities in Culverts.
4-2.4 Undersized or Failed Culverts.
135 4-2.5 Erosion Along Drainageways or at Outlets.
4-2.6 Channel Filling.
4-2.7 Culvert Installation.
4-2.8 Control of Icing.
4-3 DESIGN STORM
4-4 DESIGN.
136 4-4.1 Hydraulic Design Data for Culverts
170 4-4.2 Headwalls and Endwalls
180 4-4.3 Erosion Control at Outlets.
193 4-4.4 Vehicular Safety and Hydraulically Efficient Drainage Practice
194 4-5 OUTLET PROTECTION DESIGN EXAMPLES.
204 CHAPTER 5 CHANNEL DESIGN
5-1 OPEN CHANNEL FLOW.
5-1.1 Flow Resistance.
210 5-1.2 Stable Channel Design.
215 5-2 DESIGN PARAMETERS.
5-2.1 Discharge Frequency.
5-2.2 Channel Geometry.
5-2.3 Channel Slope.
5-2.4 Freeboard.
217 5-2.5 Shear Stress.
220 CHAPTER 6 STORM DRAIN DESIGN
6-1 PURPOSE AND SCOPE.
6-2 DESIGN PROCEDURES FOR THE DRAINAGE SYSTEM.
6-2.1 Grading.
6-2.2 Classification of Storm Drains.
221 6-2.3 Hydraulics of Storm Drainage Systems.
230 6-2.4 Design Guidelines and Considerations.
234 6-3 PRELIMINARY DESIGN PROCEDURE.
6-3.1 Step 1.
239 6-3.2 Step 2.
6-3.3 Step 3.
6-3.4 Step 4.
240 6-3.5 Step 5.
6-3.6 Step 6.
6-4 ENERGY GRADE LINE EVALUATION PROCEDURE.
249 CHAPTER 7 DRAINAGE STRUCTURES
7-1 GENERAL.
7-2 INLETS.
7-2.1 Configuration.
250 7-2.2 Area Inlets.
253 7-3 MANHOLES.
7-3.1 Configuration.
254 7-3.2 Chamber and Access Shaft.
7-3.3 Frames and Covers.
258 7-3.4 Channels and Benches.
7-3.5 Manhole Depth.
259 7-3.6 Location and Spacing.
7-3.7 Settlement of Manholes.
260 7-4 JUNCTION CHAMBERS.
7-5 MISCELLANEOUS STRUCTURES.
7-5.1 Chutes.
7-5.2 Security Fencing.
263 7-5.3 Fuel/Water Separators.
7-5.4 Outlet Energy Dissipators.
265 7-5.5 Drop Structures and Check Dams.
7-5.6 Transitions.
7-5.7 Flow Splitters.
266 7-5.8 Siphons.
267 7-5.9 Flap Gates.
268 7-6 DESIGN FEATURES.
7-6.1 Grates.
269 7-6.2 Ladders.
272 7-6.3 Steps.
7-7 SPECIAL DESIGN CONSIDERATIONS FOR AIRFIELDS.
7-7.1 Overview.
7-7.2 Recommended Design Parameters
275 CHAPTER 8 STORM WATER CONTROL FACILITIES
8-1 GENERAL.
8-1.1 Storage and Detention/Retention Benefits.
276 8-1.2 Design Objectives
8-2 ISSUES RELATED TO STORM WATER QUANTITY CONTROL FACILITIES.
8-2.1 Release Timing.
277 8-2.2 Safety
278 8-2.3 Maintenance.
8-3 STORAGE FACILITY TYPES.
279 8-3.1 Detention Facilities
280 8-3.2 Retention Facilities
8-3.3 Wet Pond Facilities
281 8-3.4 Infiltration Facilities
282 CHAPTER 9 PIPE SELECTON, BEDDING AND BACKFILL
9-1 GENERAL.
9-1.1 Pipe Selection
9-1.2 Selection of n Values.
9-1.3 Restricted Use of Bituminous-Coated Pipe.
283 9-1.4 Classes of Bedding and Installation.
284 9-1.5 Strength of Pipe.
9-1.6 Rigid Pipe.
300 9-1.7 Flexible Pipe.
9-1.8 Bedding of Pipe (Culverts and Storm Drains).
9-2 FROST CONDITION CONSIDERATIONS.
302 9-3 INFILTRATION OF FINE SOILS THROUGH DRAINAGE PIPE JOINTS.
303 9-4 MINIMUM AND MAXIMUM COVER FOR AIRFIELDS.
304 9-5 MINIMUM AND MAXIMUM COVER FOR ROADWAYS.
306 CHAPTER 10 GUIDELINES FOR DESIGN IN THE ARCTIC AND SUBARCTIC
10-1 GENERAL.
10-2 ICING.
10-2.1 Description.
10-2.2 Types.
308 10-2.3 Natural Factors Conducive to Icing Formation.
10-2.4 Effects of Human Activities on Icing.
309 10-2.5 Methods of Counteracting Icing.
315 10-3 GUIDELINES FOR DESIGN OF STORM DRAINS IN THE ARCTIC AND SUBARCTIC.
317 10-4 GRADING.
10-5 TEMPORARY STORAGE.
10-6 MATERIALS.
10-7 MAINTENANCE.
10-8 JOINTING.
10-9 END PROTECTION.
318 10-10 ANCHORAGE AND BUOYANCY.
10-11 DEBRIS AND ICING CONTROL.
10-12 TIDAL AND FLOOD EFFECTS.
10-13 INSTALLATION.
319 CHAPTER 11 WATER QUALITY CONSIDERATIONS
11-1 GENERAL.
11-2 GENERAL BMP SELECTION GUIDANCE
322 11-4 EXTENDED DETENTION DRY PONDS.
11-5 WET PONDS.
11-6 INFILTRATION/EXFILTRATION TRENCHES.
323 11-7 INFILTRATION BASINS.
11-8 SAND FILTERS.
11-9 WATER QUALITY INLETS.
11-10 VEGETATIVE PRACTICES.
11-11 ULTRA-URBAN BMPs.
324 11-12 TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES.
325 CHAPTER 12 DESIGN COMPUTER PROGRAMS
12-1 STORM WATER MANAGEMENT PROGRAMS.
12-2 DRIP (Drainage Requirement in Pavements).
12-3 CANDE (Culvert Analysis and Design).
12-4 MODBERG.
12-5 PIPECAR.
12-6 ADDITIONAL SOFTWARE.
327 12-6.1 HYDRAIN.
12-6.2 HYDRA.
328 12-6.3 WSPRO.
12-6.4 HYDRO.
329 12-6.5 HY8.
330 12-6.6 HYCHL.
12-6.7 NSS.
12-6.8 HYEQT.
12-6.9 TR-55.
331 12-6.10 TR-20.
332 12-6.11 HMS.
333 12-6.12 HEC-RAS.
334 12-6.13 SWMM.
335 12-7 HYDRAULIC TOOLBOX (HY-TB).
12-7.1 HY12.
12-7.2 HY15.
12-7.3 BASIN.
12-7.4 SCOUR.
12-8 URBAN DRAINAGE DESIGN PROGRAMS.
336 12-8.1 Manning’s Equation.
12-8.2 HEC-22.
12-8.3 Stormwater Management.
12-9 DR3M.
12-9.1 Rainfall-Excess Components.
12-9.2 Impervious Surfaces.
337 12-9.3 Routing.
12-9.4 Model Versatility.
12-9.5 Urban Basin Planning.
12-9.6 Usability.
12-10 EVALUATION OF WATER QUALITY
338 12-11 SOFTWARE AVAILABILITY.
340 GLOSSARY
344 APPENDIX A REFERENCES
351 APPENDIX B LIST OF CHARTS
402 APPENDIX C LIST OF SYMBOLS
407 APPENDIX D BIBLIOGRAPHY
415 APPENDIX E WAIVER PROCESSING PROCEDURES FOR DOD
418 APPENDIX F FAA ORDER 5300.1, MODIFICATIONS TO AGENCY AIRPORT DESIGN, CONSTRUCTION, AND EQUIPMENT STANDARDS.
421 APPENDIX G (FAA ONLY) DESIGN OF SUBSURFACE PAVEMENT DRAINAGE SYSTEMS.
463 INDEX

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