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1.1 - Overview of HEC-RAS Modeling

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0% found this document useful (0 votes)
35 views26 pages

1.1 - Overview of HEC-RAS Modeling

Uploaded by

Alejandro Baron
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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Overview of 2D Unsteady Flow

Modeling with HEC-RAS

Stanford Gibson, PhD

Models by:
Gary Brunner, P.E., D. WRE, M.ASCE

1
1D Model with a 2D Levee Area

2
Saint Paul 1D/2D
Levee - Animation

3
1D Main Channel with 2D
Overbanks

US BC 4
1D Channel with 2D
Overbanks - Animation

5
Detailed 1D/2D Model
Sacramento River System
Model

6
Sacramento River System Model

7
Natomas,
California

8
Monticello
Dam
Breach
Example

9
Monticello Dam
Breach Example

10
Oroville Dam – Failure Analysis

11
Oroville Dam – Failure Analysis

12
Oroville Dam – Failure Analysis

13
14
2D Bridge
Modeling

Internal Boundary
Highway 120 B2

600 Legend

Tailwater Curv es
590
Free Flow Curv e
H e a d W a te r E le va t io n ( ft )

580

570

560

550

540

530
0 50000 100000 150000 200000
Flow(cf s)
250000 300000 350000
15
16
Detailed Gate Modeling– Orleans Canal
Detailed Gate Modeling– Orleans Canal

18
19
Gridded Precipitation
and Infiltration
Santa Barbara Mud-and-Debris Flow

23 Fatalities
Damages:
$200 Million
21
22
https://doi.org/10.3390/geosciences12030134

Non-Newtonian Hydraulics

23
Hurricane Laura Precipitation

24
Hurricane
Laura
Wind
Field

25
Hurricane
Laura
Water
Surface

26

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