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Last modified
1/25/2010 7:08:49 PM
Creation date
10/5/2006 2:12:48 AM
Metadata
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Template:
Floodplain Documents
County
Statewide
Community
Adams/Arapahoe/Denver/Broomfield/Douglas/Jeffco
Basin
Statewide
Title
Urban Storm Drainage, Criteria Manual Volume 2
Date
6/1/2001
Prepared By
Wright Water Engineers, Inc.
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />e <br /> <br />e <br /> <br />e <br /> <br />DRAINAGE CRITERIA MANUAL (V. 2) <br /> <br />TABLE OF CONTENTS <br /> <br />Storage <br /> <br />1.0 OVERViEW............... ................................................................................................................ SO-1 <br /> <br />2.0 APPLICATION OF DIFFERENT TYPES OF STORAGE ..........................................................SO-3 <br /> <br />HYDROLOGIC AND HYDRAULIC DESIGN BASIS..................................................................SO-7 <br />3.1 Procedures for the Sizing of Storage Volumes.............................................................SO-7 <br />3.1.1 Use of Simplified On-Site Detention Sizing Procedures ..................................SO-7 <br />3.1.2 Use of Regional (i.e., Hydrograph Routing) Detention Sizing <br />Procedure... ..... ...... ......... ..... ..... ...... .... .......... ..... ......... ..... ..... ..... ..... ............ ...... SO-7 <br />3.1.3 Water Quality Capture Volume in Sizing Detention Storage ...........................SO-7 <br />3.2 Sizing of On-Site Detention Facilities............................................................................ SO -8 <br />3.2.1 Maximum Allowable Unit Release Rates for On-Site Facilities .......................SO-8 <br />3.2.2 Empirical Equations for the Sizing of On-Site Detention Storage <br />Volumes ..... ..... '.." ......... ...... ..... ..... .... ........... ...... .....,.. .......... ..... ..... ...... ...... ...... SO-8 <br />3.2.3 Rational Formula-Based Modified FAA Procedure..........................................SO-9 <br />3.2.4 Multi-Level Control........................ ................................ ................................. SO-11 <br />3.3 Design Storms for Sizing Storage Volumes................................................................SO-11 <br />3.3.1 Water Quality Capture Volume ......................................................................SO-11 <br />3.3.2 Drainage and Flood Control...........................................................................SO-12 <br />3.3.3 Spillway Sizing ........................ ................ ..,................................... ................. SO-12 <br />3.3.4 Retention Facilities............. .... .................................................. ...................... SO-12 <br />3.4 Reservoir Routing of Storm Hydrographs for Sizing of Storage Volumes ..................SO-13 <br />3.4.1 Initial Sizing........................ ....................,...............................................'....... SO-16 <br />3.4.2 Initial Shaping............................................................................... .................. SO-17 <br />3.4.3 Outlet Works Design ......................................................................................SO-17 <br />3.4.3.1 Orifices............................ .............................................................. SO-17 <br /> <br />3.4.3.2 Weirs.....................,..... .... ........................................................ ...... SO-18 <br />3.4.4 Preliminary Design ........................... ...... .................. ..... ................................ .SO-20 <br />3.4.5 Final Design.... ................................. ........................ ..............................'....... SO-20 <br /> <br />4.0 FINAL DESIGN CONSiDERATIONS..... ................ .........,................................. ........... ............ SO-26 <br /> <br />4.1 Storage Volume .................................................................................... ...................... SO-26 <br />4.2 Potential for Multiple Uses ..........................................................................................SO-26 <br />4.3 Geometry of Storage Facilities.................. ........................................... ....................... SO-26 <br />4.4 Embankments and Cut Slopes ...................................................................................SO-27 <br />4.5 Linings................................................................. .................................. .... .................. SO-27 <br />4.6 Inlets.............,............................ ................ .......... ............................................ ............ SO-28 <br />4.7 Outlet Works. ............... ............................. .................... ........................ .... .................. SO-28 <br />4.8 Trash Racks.. .... .......................................,.......... .................. ..... .................... ...... ....... SO-28 <br />4.9 Vegetation ..... ............... ............. .......................................................................... ........ SO-28 <br />4.10 Operation and Maintenance........................................................................................SO-28 <br />4.11 Access........................................................................... .............................................. SO-30 <br />4.12 Geotechnical Considerations ......................................................................................SO-31 <br />4.13 Environmental Permitting and Other Considerations..................................................SO-31 <br /> <br />3.0 <br /> <br />5.0 CRITERIA FOR DISTRICT MAINTENANCE ELIGIBILITY .....................................................SO-34 <br /> <br />6.0 <br /> <br />DESIGN EXAMPLES................ ...........................................,.................................................. .SO-35 <br />6.1 Example-Allowable Unit Release Rate and Minimum Storage <br />Requirement... .... ..... ...... .... ......... ..... ..... ......... ................ ......... ..... .... ...... ......... ....... ....., SO-35 <br />6.2 Example-Rational Method Analysis................... ................................ .......... ............ .SO-35 <br />6.3 Example-Hydrograph Procedure Preliminary Sizing .:..............................................SO-37 <br /> <br />CHECKLIST.... ...... ...... .... ..... "'" ..... ........ ...... ..... ..... .... ...... .......... ..... ... ..... ..... ..... .......... ..... ...,.. ..SO-39 <br /> <br />7.0 <br /> <br />6/2001 <br />Urban Drainage and Flood Control District <br /> <br />TOC-v <br />
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