{"id":459708,"date":"2024-10-20T10:05:33","date_gmt":"2024-10-20T10:05:33","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/faa-150-5320-5d-2013\/"},"modified":"2024-10-26T18:38:44","modified_gmt":"2024-10-26T18:38:44","slug":"faa-150-5320-5d-2013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/faa\/faa-150-5320-5d-2013\/","title":{"rendered":"FAA 150 5320 5D 2013"},"content":{"rendered":"

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
7<\/td>\nCONTENTS <\/td>\n<\/tr>\n
18<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
19<\/td>\n1-5.4 Waivers to Criteria.
1-6 GENERAL INVESTIGATIONS.
1-7 ENVIRONMENTAL CONSIDERATIONS.
1-7.1 National Environmental Policy. <\/td>\n<\/tr>\n
20<\/td>\n1-7.2 Federal Guidelines.
1-7.3 Regulatory Considerations.
1-7.4 Federal Regulations. <\/td>\n<\/tr>\n
24<\/td>\n1-7.6 Local Laws.
1-7.7 U.S. Army Environmental Quality Program. <\/td>\n<\/tr>\n
25<\/td>\n1-7.8 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. <\/td>\n<\/tr>\n
26<\/td>\n1-7.13 Discharge Permits.
1-7.14 Effects of Drainage Facilities on Fish. <\/td>\n<\/tr>\n
27<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
28<\/td>\n2-2.5 Surface Runoff from Storms Exceeding Design Storm.
2-2.6 Reliability of Operation. <\/td>\n<\/tr>\n
29<\/td>\n2-2.7 Environmental Impact.
2-2.8 Maintenance.
2-2.9 Future Expansion.
2-3 HYDROLOGIC METHODS AND PROCEDURES.
2-3.1 Rainfall (Precipitation). <\/td>\n<\/tr>\n
32<\/td>\n2-3.2 Determination of Peak Flow Rates. <\/td>\n<\/tr>\n
42<\/td>\n2-3.3 USGS Regression Equations. <\/td>\n<\/tr>\n
45<\/td>\n2-3.4 SCS TR-55 Peak Flow Method. <\/td>\n<\/tr>\n
49<\/td>\n2-4 DEVELOPMENT OF DESIGN HYDROGRAPHS. <\/td>\n<\/tr>\n
50<\/td>\n2-4.1 SCS Tabular Hydrograph. <\/td>\n<\/tr>\n
54<\/td>\n2-4.2 SCS Synthetic Unit Hydrograph (UH). <\/td>\n<\/tr>\n
58<\/td>\nCHAPTER 3 PAVEMENT SURFACE DRAINAGE
3-1 OVERVIEW.
3-2 DESIGN FREQUENCY AND SPREAD.
3-2.1 Selection of Design Frequency and Design Spread <\/td>\n<\/tr>\n
59<\/td>\n3-2.2 Selection of Check Storm and Spread
3-3 SURFACE DRAINAGE.
3-3.1 Longitudinal Slope. <\/td>\n<\/tr>\n
60<\/td>\n3-3.2 Cross (Transverse) Slope. <\/td>\n<\/tr>\n
61<\/td>\n3-3.3 Curbs and Gutters. <\/td>\n<\/tr>\n
62<\/td>\n3-3.4 Roadside and Median Channels
3-4 FLOW IN GUTTERS. <\/td>\n<\/tr>\n
63<\/td>\n3-4.1 Capacity Relationship <\/td>\n<\/tr>\n
64<\/td>\n3-4.2 Conventional Curb and Gutter Sections. <\/td>\n<\/tr>\n
71<\/td>\n3-4.3 Shallow Swale Sections <\/td>\n<\/tr>\n
78<\/td>\n3-4.4 Flow in Sag Vertical Curves.
3-4.5 Gutter Flow Time. <\/td>\n<\/tr>\n
80<\/td>\n3-5 DRAINAGE INLET DESIGN.
3-5.1 Inlet Types. <\/td>\n<\/tr>\n
82<\/td>\n3-5.2 Characteristics and Uses of Inlets
3-5.3 Inlet Capacity. <\/td>\n<\/tr>\n
90<\/td>\n3-5.4 Interception Capacity of Inlets on Grade. <\/td>\n<\/tr>\n
104<\/td>\n3-5.5 Interception Capacity of Inlets in Sag Locations. <\/td>\n<\/tr>\n
112<\/td>\n3-5.6 Inlet Locations. <\/td>\n<\/tr>\n
121<\/td>\n3-5.7 Median, Embankment, and Bridge Inlets. <\/td>\n<\/tr>\n
130<\/td>\n3-6 GRATE TYPE SELECTION CONSIDERATIONS. <\/td>\n<\/tr>\n
132<\/td>\nCHAPTER 4 CULVERT DESIGN
4-1 PURPOSE. <\/td>\n<\/tr>\n
134<\/td>\n4-2 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. <\/td>\n<\/tr>\n
135<\/td>\n4-2.5 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. <\/td>\n<\/tr>\n
136<\/td>\n4-4.1 Hydraulic Design Data for Culverts <\/td>\n<\/tr>\n
170<\/td>\n4-4.2 Headwalls and Endwalls <\/td>\n<\/tr>\n
180<\/td>\n4-4.3 Erosion Control at Outlets. <\/td>\n<\/tr>\n
193<\/td>\n4-4.4 Vehicular Safety and Hydraulically Efficient Drainage Practice <\/td>\n<\/tr>\n
194<\/td>\n4-5 OUTLET PROTECTION DESIGN EXAMPLES. <\/td>\n<\/tr>\n
204<\/td>\nCHAPTER 5 CHANNEL DESIGN
5-1 OPEN CHANNEL FLOW.
5-1.1 Flow Resistance. <\/td>\n<\/tr>\n
210<\/td>\n5-1.2 Stable Channel Design. <\/td>\n<\/tr>\n
215<\/td>\n5-2 DESIGN PARAMETERS.
5-2.1 Discharge Frequency.
5-2.2 Channel Geometry.
5-2.3 Channel Slope.
5-2.4 Freeboard. <\/td>\n<\/tr>\n
217<\/td>\n5-2.5 Shear Stress. <\/td>\n<\/tr>\n
220<\/td>\nCHAPTER 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. <\/td>\n<\/tr>\n
221<\/td>\n6-2.3 Hydraulics of Storm Drainage Systems. <\/td>\n<\/tr>\n
230<\/td>\n6-2.4 Design Guidelines and Considerations. <\/td>\n<\/tr>\n
234<\/td>\n6-3 PRELIMINARY DESIGN PROCEDURE.
6-3.1 Step 1. <\/td>\n<\/tr>\n
239<\/td>\n6-3.2 Step 2.
6-3.3 Step 3.
6-3.4 Step 4. <\/td>\n<\/tr>\n
240<\/td>\n6-3.5 Step 5.
6-3.6 Step 6.
6-4 ENERGY GRADE LINE EVALUATION PROCEDURE. <\/td>\n<\/tr>\n
249<\/td>\nCHAPTER 7 DRAINAGE STRUCTURES
7-1 GENERAL.
7-2 INLETS.
7-2.1 Configuration. <\/td>\n<\/tr>\n
250<\/td>\n7-2.2 Area Inlets. <\/td>\n<\/tr>\n
253<\/td>\n7-3 MANHOLES.
7-3.1 Configuration. <\/td>\n<\/tr>\n
254<\/td>\n7-3.2 Chamber and Access Shaft.
7-3.3 Frames and Covers. <\/td>\n<\/tr>\n
258<\/td>\n7-3.4 Channels and Benches.
7-3.5 Manhole Depth. <\/td>\n<\/tr>\n
259<\/td>\n7-3.6 Location and Spacing.
7-3.7 Settlement of Manholes. <\/td>\n<\/tr>\n
260<\/td>\n7-4 JUNCTION CHAMBERS.
7-5 MISCELLANEOUS STRUCTURES.
7-5.1 Chutes.
7-5.2 Security Fencing. <\/td>\n<\/tr>\n
263<\/td>\n7-5.3 Fuel\/Water Separators.
7-5.4 Outlet Energy Dissipators. <\/td>\n<\/tr>\n
265<\/td>\n7-5.5 Drop Structures and Check Dams.
7-5.6 Transitions.
7-5.7 Flow Splitters. <\/td>\n<\/tr>\n
266<\/td>\n7-5.8 Siphons. <\/td>\n<\/tr>\n
267<\/td>\n7-5.9 Flap Gates. <\/td>\n<\/tr>\n
268<\/td>\n7-6 DESIGN FEATURES.
7-6.1 Grates. <\/td>\n<\/tr>\n
269<\/td>\n7-6.2 Ladders. <\/td>\n<\/tr>\n
272<\/td>\n7-6.3 Steps.
7-7 SPECIAL DESIGN CONSIDERATIONS FOR AIRFIELDS.
7-7.1 Overview.
7-7.2 Recommended Design Parameters <\/td>\n<\/tr>\n
275<\/td>\nCHAPTER 8 STORM WATER CONTROL FACILITIES
8-1 GENERAL.
8-1.1 Storage and Detention\/Retention Benefits. <\/td>\n<\/tr>\n
276<\/td>\n8-1.2 Design Objectives
8-2 ISSUES RELATED TO STORM WATER QUANTITY CONTROL FACILITIES.
8-2.1 Release Timing. <\/td>\n<\/tr>\n
277<\/td>\n8-2.2 Safety <\/td>\n<\/tr>\n
278<\/td>\n8-2.3 Maintenance.
8-3 STORAGE FACILITY TYPES. <\/td>\n<\/tr>\n
279<\/td>\n8-3.1 Detention Facilities <\/td>\n<\/tr>\n
280<\/td>\n8-3.2 Retention Facilities
8-3.3 Wet Pond Facilities <\/td>\n<\/tr>\n
281<\/td>\n8-3.4 Infiltration Facilities <\/td>\n<\/tr>\n
282<\/td>\nCHAPTER 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. <\/td>\n<\/tr>\n
283<\/td>\n9-1.4 Classes of Bedding and Installation. <\/td>\n<\/tr>\n
284<\/td>\n9-1.5 Strength of Pipe.
9-1.6 Rigid Pipe. <\/td>\n<\/tr>\n
300<\/td>\n9-1.7 Flexible Pipe.
9-1.8 Bedding of Pipe (Culverts and Storm Drains).
9-2 FROST CONDITION CONSIDERATIONS. <\/td>\n<\/tr>\n
302<\/td>\n9-3 INFILTRATION OF FINE SOILS THROUGH DRAINAGE PIPE JOINTS. <\/td>\n<\/tr>\n
303<\/td>\n9-4 MINIMUM AND MAXIMUM COVER FOR AIRFIELDS. <\/td>\n<\/tr>\n
304<\/td>\n9-5 MINIMUM AND MAXIMUM COVER FOR ROADWAYS. <\/td>\n<\/tr>\n
306<\/td>\nCHAPTER 10 GUIDELINES FOR DESIGN IN THE ARCTIC AND SUBARCTIC
10-1 GENERAL.
10-2 ICING.
10-2.1 Description.
10-2.2 Types. <\/td>\n<\/tr>\n
308<\/td>\n10-2.3 Natural Factors Conducive to Icing Formation.
10-2.4 Effects of Human Activities on Icing. <\/td>\n<\/tr>\n
309<\/td>\n10-2.5 Methods of Counteracting Icing. <\/td>\n<\/tr>\n
315<\/td>\n10-3 GUIDELINES FOR DESIGN OF STORM DRAINS IN THE ARCTIC AND SUBARCTIC. <\/td>\n<\/tr>\n
317<\/td>\n10-4 GRADING.
10-5 TEMPORARY STORAGE.
10-6 MATERIALS.
10-7 MAINTENANCE.
10-8 JOINTING.
10-9 END PROTECTION. <\/td>\n<\/tr>\n
318<\/td>\n10-10 ANCHORAGE AND BUOYANCY.
10-11 DEBRIS AND ICING CONTROL.
10-12 TIDAL AND FLOOD EFFECTS.
10-13 INSTALLATION. <\/td>\n<\/tr>\n
319<\/td>\nCHAPTER 11 WATER QUALITY CONSIDERATIONS
11-1 GENERAL.
11-2 GENERAL BMP SELECTION GUIDANCE <\/td>\n<\/tr>\n
322<\/td>\n11-4 EXTENDED DETENTION DRY PONDS.
11-5 WET PONDS.
11-6 INFILTRATION\/EXFILTRATION TRENCHES. <\/td>\n<\/tr>\n
323<\/td>\n11-7 INFILTRATION BASINS.
11-8 SAND FILTERS.
11-9 WATER QUALITY INLETS.
11-10 VEGETATIVE PRACTICES.
11-11 ULTRA-URBAN BMPs. <\/td>\n<\/tr>\n
324<\/td>\n11-12 TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES. <\/td>\n<\/tr>\n
325<\/td>\nCHAPTER 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. <\/td>\n<\/tr>\n
327<\/td>\n12-6.1 HYDRAIN.
12-6.2 HYDRA. <\/td>\n<\/tr>\n
328<\/td>\n12-6.3 WSPRO.
12-6.4 HYDRO. <\/td>\n<\/tr>\n
329<\/td>\n12-6.5 HY8. <\/td>\n<\/tr>\n
330<\/td>\n12-6.6 HYCHL.
12-6.7 NSS.
12-6.8 HYEQT.
12-6.9 TR-55. <\/td>\n<\/tr>\n
331<\/td>\n12-6.10 TR-20. <\/td>\n<\/tr>\n
332<\/td>\n12-6.11 HMS. <\/td>\n<\/tr>\n
333<\/td>\n12-6.12 HEC-RAS. <\/td>\n<\/tr>\n
334<\/td>\n12-6.13 SWMM. <\/td>\n<\/tr>\n
335<\/td>\n12-7 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. <\/td>\n<\/tr>\n
336<\/td>\n12-8.1 Manning\u2019s 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. <\/td>\n<\/tr>\n
337<\/td>\n12-9.3 Routing.
12-9.4 Model Versatility.
12-9.5 Urban Basin Planning.
12-9.6 Usability.
12-10 EVALUATION OF WATER QUALITY <\/td>\n<\/tr>\n
338<\/td>\n12-11 SOFTWARE AVAILABILITY. <\/td>\n<\/tr>\n
340<\/td>\nGLOSSARY <\/td>\n<\/tr>\n
344<\/td>\nAPPENDIX A REFERENCES <\/td>\n<\/tr>\n
351<\/td>\nAPPENDIX B LIST OF CHARTS <\/td>\n<\/tr>\n
402<\/td>\nAPPENDIX C LIST OF SYMBOLS <\/td>\n<\/tr>\n
407<\/td>\nAPPENDIX D BIBLIOGRAPHY <\/td>\n<\/tr>\n
415<\/td>\nAPPENDIX E WAIVER PROCESSING PROCEDURES FOR DOD <\/td>\n<\/tr>\n
418<\/td>\nAPPENDIX F FAA ORDER 5300.1, MODIFICATIONS TO AGENCY AIRPORT DESIGN, CONSTRUCTION, AND EQUIPMENT STANDARDS. <\/td>\n<\/tr>\n
421<\/td>\nAPPENDIX G (FAA ONLY) DESIGN OF SUBSURFACE PAVEMENT DRAINAGE SYSTEMS. <\/td>\n<\/tr>\n
463<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FAA AC 150\/5320-5D Airport Drainage Design<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FAA<\/b><\/a><\/td>\n2013<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":459712,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2873],"product_tag":[],"class_list":{"0":"post-459708","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-faa","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/459708","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/459712"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=459708"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=459708"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=459708"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}