Example: air traffic controller

CHAPTER 7. CULVERT AND BRIDGE HYDRAULIC DESIGN

interval, and the culvert is designed to operate within acceptable limits of risk at that flow rate. The design recurrence interval shall be based on the criteria set forth in Section 3.1.1 of this chapter. Peak discharge rates for the design storm can be calculated using design methods described in Chapter 4 – Determination of Stormwater Runoff.

Tags:

  Based, Risks

Information

Domain:

Source:

Link to this page:

Please notify us if you found a problem with this document:

Other abuse

Advertisement

Transcription of CHAPTER 7. CULVERT AND BRIDGE HYDRAULIC DESIGN

Related search queries