CA DWR Wildfire Workshop

October 30 - November 2, 2023
HEC, Davis, CA

Course Objectives

The U.S. Army Corps of Engineers (USACE) Hydrologic Engineering Center (HEC) has added debris yield and flow capabilities to its popular hydrologic and hydraulic software. HEC’s Hydrologic Modeling System (HEC-HMS) can now compute debris yield/flow and the River Analysis System (HEC-RAS) can simulate the non-Newtonian fluid physics of mud and debris flows associated with post-wildfire events and mine-tailing dam breaches. A four-day training is being offered that covers hands on application of debris simulation capabilities in both HEC-HMS and HEC-RAS.

It is recommended that you use HEC-HMS version 4.12 beta 1 or higher version, HEC-RAS version 6.3.1, and HEC-DSSVue version 3.3.24 for the class. You do not need administrative privileges to install HEC-HMS and HEC-DSSVue. Download HEC-HMS version 4.12 beta 1 or higher version from this page, https://www.hec.usace.army.mil/software/hec-hms/downloads.aspx. Download HEC-DSSVue version 3.3.25 from this page, https://www.hec.usace.army.mil/software/hec-dssvue/downloads.aspx. Then use 7-zip and unzip the files to the C:\Programs directory on your computer (you should have a folder named HEC-HMS-4.12-beta.1 within the C:\Programs directory). Then you can pin HEC-HMS.exe and HEC-DSSVue.exe to your taskbar and open these programs by clicking on the icons. You do need to install HEC-RAS 6.3.1 using the app portal - https://app-portal.usace.army.mil/ESD/Loader.aspx?q=webext&f=sccm.   

Instructors

Jay Pak
David Ho
Stanford Gibson
Alex SanchezCameron Ackerman

Pre-Read/Watch

Please watch or read these materials before the class.

Day 1


Time

Duration (min)

Module

Topic

Description

Primary Instructor

8:00 - 8:30

30

Admin

Welcome, Goals, Class Structure

Matt, Kristy, Jay, Stanford, and MD Haque (DWR)

8:30 – 9:30

60

Lecture 1

Overview of Hydrologic Modeling with HEC-HMS

Discussion about model calibration, Frequency Storm and Hypothetical Storm development, and continuous simulation

David

9:30 – 9:45

15

Break




9:45 – 11:45

120

Workshop 1

Simple Model

Frequency Storm

Creating a Simple Model

Applying the Frequency Storm Met Model in HEC-HMS

David

11:45 – 13:00

75

Lunch




13:00 – 13:20

20

Workshop 1 Review




13:20 – 14:30

70

Lecture 2


Overview of Post-Wildfire Hydrology and Debris Flow Modeling Applications

Discussion of the ways post-wildfire hydrology and debris yield modeling is used in studies including post-wildfire assessments, debris yield prediction, and post-wildfire flow risk and emergency management.

Jay

14:30 – 15:25

55

Lecture 3

Subbasin Debris Yield Analysis

Introduction to five debris yield methods for debris yield assessment in burned mountain watershed. Discussion of appropriate use and parameter estimation.

Jay

15:25 – 15:40

15

Break




15:40 – 16:40

60

Workshop 2

Quick Debris Yield Modeling based on Field Data


Estimate the parameters for each debris yield method.  Enter the initial parameter values within a basin model, create a simulation run, and compute the simulation. Calibrate and compare results to measured sample data.

Introduction to the Debris Yield Methods

Task 1: Quick Debris Yield Modeling based on Field Data (with New Debris Volume Conversion to Mass with Unit Weight/Density)

David and Jay

16:40 – 17:00

20

 Workshop 2 Review



David

Day 2

Time

Duration (min)

Module

Topic

Description

Primary Instructor

8:00 – 8:15

15

Admin.

Review previous day and go over goals for today


Jay

8:15 – 9:00

45

Lecture 4

Debris Reservoir Routing Analysis


Explanation of the physical reservoir volume reduction processes at reservoir. The reservoir sediment trap efficiency is affected by the detention time of storm runoff and by factors governing sediment particle size. 

Jay

9:00 – 10:30

90

Workshop 3

Estimating Debris Yield in Debris Basin 


Practice calibrating debris yield modeling without/with Debris Reservoir/Basin and compare results with measured data.

Task 2: Debris Yield Modeling without Debris Basin (with New Debris Volume Conversion to Mass Unit Weight/Density)

Task 3: Debris Yield Modeling with Debris Basin (with New Debris Volume Conversion to Mass with Unit Weight/Density)

David and Jay

10:30 – 10:45

15

Break




10:45 – 11:05

20

Workshop 3 Review

Estimating Debris Yield in Debris Basin 


Practice calibrating debris yield modeling without/with Debris Reservoir/Basin and compare results with measured data.


David

11:05 – 12:00

55

Lecture 5

Debris Channel Routing Analysis


Introduction of the new debris transport potential method (Sediment Delivery Ratio) and debris routing method (Muskingum) to erosion and deposition processes in the channel.

Jay

12:00 – 13:00

60

Lunch




13:00 – 14:00

60

Workshop 4

Debris Flow Modeling using Debris Channel Routing Method 

Finalize HMS debris flow model using debris methods in subbasin, and channel elements. Calibrate and compare results to measured sample data.

Task 4: Debris Flow Modeling using Debris Channel Routing Method

David and Jay

14:00 – 14:20 

20

Workshop 4 Review

Debris Flow Modeling using Debris Channel Routing Method 

Finalize HMS debris flow model using debris methods in subbasin, and channel elements. Calibrate and compare results to measured sample data.

David

14:20 – 15:00

40

Lecture 6

Post-Wildfire Hydrologic Analysis

Explanation of a surface dynamic infiltration loss method to develop a long-term post-wildfire hydrologic model for a burned watershed. Discussion of the physical basis for the parameters and procedures for post-wildfire effect.

Jay

15:00 – 15:15

15

Break




15:15 – 16:25

70

Workshop 5

Post-Wildfire Hydrology Analysis using Surface Dynamic Infiltration Loss Method

Use a surface dynamic infiltration loss method to estimate parameters for the long-term post-wildfire hydrology model.  Practice calibrating model and compare results with observed flow (gage data).

Applying the Pak and Lee Dynamic Surface Method for Post-wildfire Hydrologic Modeling

Initial Model Setup

Parameterize the Dynamic Surface Method and Compute a Simulation

Calibrate the Dynamic Surface Method Parameters

Comparison of Post-fire Simulations with and without Dynamic Surface

David and Jay

16:25 – 16:45 

20

Workshop 5 Review



David

16:45 – 17:00

15

Group Discussion



Jay and David

Day 3

Time

Duration (min)

Module

Topic

Description

Primary Instructor

8:00-8:45

45

Lecture 1

(3.1 L)

Modeling Mud and Debris Flows with HEC-RAS

Overview of non-Newtonian applications of HEC-RAS, including lab and prototype scale studies.

Stanford

8:45-

9:30

45

Lecture 2

(3.2L)

Overview of HEC-RAS

Introduction to the basic components and workflow of an unsteady, 2D, “blue water” (no debris) HEC-RAS model.

Stanford

9:30-9:45

15

Break




9:45-  11:30

75

Workshop 1

(3.3W)

2D Hydraulic Modeling with

HEC-RAS

Students build a simple HEC-RAS model.

W 3.3 Creating a Simple 2D Model.zip
Solution 

Stanford

Alex

Cam

11:30– 12:30

60

Lunch




12:30-13:30

60

Lecture 3

(3.4L)

Introduction to Non-Newtonian Physics

Introduces the internal stress term in the hydraulic equations and the rheological models that estimate it.

Stanford

13:30-13:45

15

Quiz Game

(3.5Q)

Non-Newtonian Mechanics

Review the Non-Newtonian Physics covered in the previous talk.

 www.kahoot.it

Stanford

13:45-14:30

45

Workshop 2

(3.6W)

Expedited Debris Flow Modeling in HEC-RAS

Build a non-Newtonian debris flow model from a single shape file.
Workshop Starting Files (US).zip

Stanford

Alex

14:30-14:45

15

Break




14:45-15:45

45

Workshop 2

Continued

Stanford

15:45-16:45

60

Talk 4

(3.7L)

2D Hydraulic and Subgrid Best Practices and Troubleshooting

Introduces best practices for developing a stable 2D hydraulic model in steep terrain.

Stanford

16:45-17:00

15

Quiz Game

(3.8Q)

Mesh Doctor Game

Competitive game where students identify problematic meshes and/or potential fixes

www.kahoot.it

Stanford

Day 4

8:00-9:00

45

Workshop 3

(4.1W)

Model Refinement and Stability Workshop

Students will rerun workshop 2 with the full SWEs and work on the mesh and time step to improve stability.



Stanford

Alex

9:00 – 10:30

90

Lab

(4.2 Lab)

Non-Newtonian Flow “Race”

Students will mix bulked fluids with non-Newtonian properties to try to get closest to a time goal.

Stanford

Alex

10:30– 10:45

15

Break




10:45-11:00

15

Lab Review 

Lab Review

Plot the student mixtures on the ternary diagram and develop some conclusions.  

Stanford

11:00-12:00

60

Lecture 11

Selecting Rheological Parameters

The most difficult part of most mud and debris models is estimating the Rheological Parameters.  This talk will survey the laboratory and modeling literature, introduce some of the established trends, explore the sensitivity of the mudplain extents to some of these parameters, and provide reasonable modeling ranges to help modelers bound their answers.

Stanford

12:00– 13:00

60

Lunch




13:00-13:15

15

Quiz Game
(4.4 Q)

Parameter Quiz

Students will review different model parameterizations and evaluate them…for points and glory.  www.kahoot.it


Stanford

13:15-13:30

15

Lecture 5
(4.5 L)

Urban Debris Modeling

Modeling clogged culverts and bridges with a 2D RAS Model (and common stability issues).

Stanford

13:30-15:30

120 

Workshop 7

(4.6 W)

Final HEC-HMS/

HEC-RAS Modeling Workshop

Start with clear water HMS and RAS models.  Add HMS parameters and compute Cv.  Use HMS Cv and NN parameters to model debris flow in HEC-RAS
RAS Starting Files Final Workshop.zipHMS_Starting_Files_Final_Workshop.zip
Note: Extract using 7zip on classroom machines to avoid permissions errors.

Stanford

Alex

HMS Team

15:30-16:00

15

Break




16:00– 16:30

30

Workshop 8 review

Santa Cruz Workshop

Stanford

16:30 – 17:00

30

Group Discussion

Class Review and Future Needs


HEC Team