Hydraulic Routing in Rivers

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Presentation transcript:

Hydraulic Routing in Rivers Reading: HEC-RAS Manual pp. 2-1 to 2-15 http://www.hec.usace.army.mil/software/hec-ras/documentation/HEC-RAS_4.1_Reference_Manual.pdf

Flood Inundation

Floodplain Delineation The channel and floodplain are both integral parts of the natural conveyance of a stream. The floodplain carries flow in excess of the channel capacity. The greater the discharge, the greater the extent of inundation. …. Because of its devastating nature, flooding poses serious hazards to human populations in many parts of the world. “The Flood Disaster Protection Act of 1973” required the identification of all floodplain areas in the United States and the establishments of flood-risk zones within those areas.

Steady Flow Solution

One-Dimensional Flow Computations Cross-section Channel centerline and banklines Right Overbank Left Overbank

Waller Creek HEC-RAS model

HEC-RAS Model – Waller Creek at 45th St (Station 22597)

Return Periods of Floods Exceedance % Exceedance Prob Return Period (Yr) 1 0.01 100 2 0.02 50 4 0.04 25 10 0.10 20 0.20 5 0.50

Water Surface Elevations

Cross-Sections at Lee Elementary School

Cross-Sections at Eastwoods Park

Cross-Sections at ECJ

Cross-Sections at Palm Park