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Modeling Drop Structures in HEC-RAS Version 3.1

Modeling Drop Structures in HEC-RAS Version 3.1. March 2003HEC-RAS Version 3.1Slide 2 of 27 Modeling Drop Structures l Overview l Modeling a Drop Structure

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Page 1: Modeling Drop Structures in HEC-RAS Version 3.1. March 2003HEC-RAS Version 3.1Slide 2 of 27 Modeling Drop Structures l Overview l Modeling a Drop Structure

Modeling Drop

Structures in HEC-RAS

Version 3.1

Page 2: Modeling Drop Structures in HEC-RAS Version 3.1. March 2003HEC-RAS Version 3.1Slide 2 of 27 Modeling Drop Structures l Overview l Modeling a Drop Structure

March 2003 HEC-RAS Version 3.1 Slide 2 of 27

Modeling Drop Structures

Overview Modeling a Drop Structure as an

Inline Structure (Weir). Modeling a drop structure with

cross-sections through the drop. Example using Lab Data.

Page 3: Modeling Drop Structures in HEC-RAS Version 3.1. March 2003HEC-RAS Version 3.1Slide 2 of 27 Modeling Drop Structures l Overview l Modeling a Drop Structure

March 2003 HEC-RAS Version 3.1 Slide 3 of 27

Overview

What is a Drop Structure?

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March 2003 HEC-RAS Version 3.1 Slide 4 of 27

Overview

Why do we use Drop Structures ?

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March 2003 HEC-RAS Version 3.1 Slide 5 of 27

Overview

Page 6: Modeling Drop Structures in HEC-RAS Version 3.1. March 2003HEC-RAS Version 3.1Slide 2 of 27 Modeling Drop Structures l Overview l Modeling a Drop Structure

March 2003 HEC-RAS Version 3.1 Slide 6 of 27

Overview

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March 2003 HEC-RAS Version 3.1 Slide 7 of 27

Overview

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March 2003 HEC-RAS Version 3.1 Slide 8 of 27

Overview

Page 9: Modeling Drop Structures in HEC-RAS Version 3.1. March 2003HEC-RAS Version 3.1Slide 2 of 27 Modeling Drop Structures l Overview l Modeling a Drop Structure

March 2003 HEC-RAS Version 3.1 Slide 9 of 27

Overview

Page 10: Modeling Drop Structures in HEC-RAS Version 3.1. March 2003HEC-RAS Version 3.1Slide 2 of 27 Modeling Drop Structures l Overview l Modeling a Drop Structure

March 2003 HEC-RAS Version 3.1 Slide 10 of 27

Overview

Page 11: Modeling Drop Structures in HEC-RAS Version 3.1. March 2003HEC-RAS Version 3.1Slide 2 of 27 Modeling Drop Structures l Overview l Modeling a Drop Structure

March 2003 HEC-RAS Version 3.1 Slide 11 of 27

Components of Drop Structure

yc yb

3 or 4

yb yb = 0.715 ycRectangular channel

stilling basin:used to dissipate energy

subcritical

subcritical

•Control Section•Energy Dissipation Section•Adjacent Protection

Page 12: Modeling Drop Structures in HEC-RAS Version 3.1. March 2003HEC-RAS Version 3.1Slide 2 of 27 Modeling Drop Structures l Overview l Modeling a Drop Structure

March 2003 HEC-RAS Version 3.1 Slide 12 of 27

Overview

How can we Model a Drop Structure with HEC-RAS ?

Inline Weir Option

Using Cross Sections

Page 13: Modeling Drop Structures in HEC-RAS Version 3.1. March 2003HEC-RAS Version 3.1Slide 2 of 27 Modeling Drop Structures l Overview l Modeling a Drop Structure

March 2003 HEC-RAS Version 3.1 Slide 13 of 27

Overview

Which is more appropriate?

Using Cross Sections - better if interested in profile through the structure.

Inline Weir Option - probably better if just interested in elevations upstream and downstream of structure.

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March 2003 HEC-RAS Version 3.1 Slide 14 of 27

Cross-Section Locations

When placing cross-sections near and through a drop structure, they need to be placed where the water surface and velocity are changing rapidly (this applies when using an inline weir also).

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March 2003 HEC-RAS Version 3.1 Slide 15 of 27

Modeling a Drop Structure as an Inline Weir

The standard weir equation is used:

where: C = 2.6 - 4.0 (dependent on shape)

L = Length of weir H = Upstream Energy

Head

Q = CLH3/2

Page 16: Modeling Drop Structures in HEC-RAS Version 3.1. March 2003HEC-RAS Version 3.1Slide 2 of 27 Modeling Drop Structures l Overview l Modeling a Drop Structure

March 2003 HEC-RAS Version 3.1 Slide 16 of 27

Inline Weir - Submergence

Submergence is defined as H2/H1

Page 17: Modeling Drop Structures in HEC-RAS Version 3.1. March 2003HEC-RAS Version 3.1Slide 2 of 27 Modeling Drop Structures l Overview l Modeling a Drop Structure

March 2003 HEC-RAS Version 3.1 Slide 17 of 27

Inline Weir - Submergence

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March 2003 HEC-RAS Version 3.1 Slide 18 of 27

Inline Weir - Cross Section Layout

12

345

6 Inline Weir Structure

Cross Sections

Model the floor blocks as blocked obstructions.

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March 2003 HEC-RAS Version 3.1 Slide 19 of 27

Modeling a Drop Structure as an Inline Structure

Under the “Geometric Data”click on “Inline Structure”

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March 2003 HEC-RAS Version 3.1 Slide 20 of 27

Modeling a Drop Structure as an Inline Structure

A series of windows allow for entry of weir characteristics

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March 2003 HEC-RAS Version 3.1 Slide 21 of 27

Modeling a Drop Structure with Cross Sections

Cross Sections

Model the floor blocks as blocked obstructions.

Page 22: Modeling Drop Structures in HEC-RAS Version 3.1. March 2003HEC-RAS Version 3.1Slide 2 of 27 Modeling Drop Structures l Overview l Modeling a Drop Structure

March 2003 HEC-RAS Version 3.1 Slide 22 of 27

Cross Section Layout for Ogee Shapes Drop Structure

Cross Sections

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March 2003 HEC-RAS Version 3.1 Slide 23 of 27

Modeling Baffles in the Stilling Basin

Increase ‘n’ values at baffle blocks to account for increased roughness

Page 24: Modeling Drop Structures in HEC-RAS Version 3.1. March 2003HEC-RAS Version 3.1Slide 2 of 27 Modeling Drop Structures l Overview l Modeling a Drop Structure

March 2003 HEC-RAS Version 3.1 Slide 24 of 27

Example Using Lab Data

WES Physical Model Study (WES, 1994)

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March 2003 HEC-RAS Version 3.1 Slide 25 of 27

Example - Modeled as a Weir

Cross Sections

Inline Weir

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March 2003 HEC-RAS Version 3.1 Slide 26 of 27

Example - Modeled with Cross Sections Only

Cross Sections

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March 2003 HEC-RAS Version 3.1 Slide 27 of 27

Example - Comparison of Two Methods

Page 28: Modeling Drop Structures in HEC-RAS Version 3.1. March 2003HEC-RAS Version 3.1Slide 2 of 27 Modeling Drop Structures l Overview l Modeling a Drop Structure

March 2003 HEC-RAS Version 3.1 Slide 28 of 27

Example - Comparison Zoomed In

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