Transcription of Storm Sewer Design - Iowa Department of Transportation
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Storm Sewer Design - Iowa Department of Transportation
4A-10. Office of Design Design Manual Storm Sewer Design Chapter 4. Drainage Originally Issued: 07-29-11. Revised: 02-09-17. General This section will assist in understanding the principles, assumptions, and Design criteria required for Storm Sewer Design to assist in computer modeling and checking. The iowa DOT requires computerized modeling Design using Geopak Drainage. Design in Geopak Drainage is desired for many reasons including: Uniform use of Design drainage library components. Facilitation of running and evaluating alternate Design storms, scenarios, and criteria.
Chapter 4—Drainage Section 4A-10—Storm Sewer Design Page 2 of 10 A section of storm sewer connecting one intake or manhole to another is often called a “run” or “link”. A storm sewer system is designed from run to run. Design generally begins at the upstream end (or reach) of the system and proceeds down to the outlet.
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