Written by Christopher Goodell, P.E., D.WRE | WEST Consultants
Copyright © The RAS Solution 2015. All rights reserved.
There has been a lot of demand from new owners of the book “Breaking the HEC-RAS Code” for example code in VBA form. So…here it is! Aside from the obvious fact that you wont have to re-type code from the book into your own Excel VBA modules, this Excel Workbook provides the benefit of seeing how each and every procedure in the HECRASController works.
That’s right, every subroutine, and every function are documented in this workbook, along with example code from a wide range of HEC-RAS automation procedures and some code snippets for error catching and string manipulation-very important when reading/writing HEC-RAS input files. In total, there are over 150 procedures and over 8000 lines of code for you to use for help while you create your own HEC-RAS automation projects.
Each procedure from the HECRASController is demonstrated in either a subroutine or function in this Excel Workbook. Each demonstration provides up-front commentary including the procedure's name, what it does, cautions and pitfalls to look out for, as well as what standard HEC data set it was tested with (i.e. Bald Eagle Creek, Beaver Creek, etc.).
There’s also commentary all throughout each demonstration so that you’ll know exactly what each block of code does.
The HECRASController VBA Code Excel Workbook will make a valuable companion to “Breaking the HEC-RAS Code”. Every bit of code presented in the book is available in digital form in the Excel Workbook. The HECRASController VBA Code is optimized for Version 5.0 of HEC-RAS. It will work right now with the current beta release, and will work with the official version when it is released.
The HECRASController VBA Code Excel Workbook is available here:
Monday, January 26, 2015
Wednesday, January 14, 2015
HEC-RAS 2D - Upcoming Training Courses!
Don't miss out on these opportunities to be among the first to get training on HEC-RAS 2D!
2D Free Surface Flow Modeling
SANCOLD 2015 Conference in Pretoria, South Africa. February 2-6, 2015
http://www.sancold.org.za/images/2D_Free_Surface_Flow_Modeling_Course.pdf
Two-Dimensional Modeling using HEC-RAS
ASCE Live Seminar, Tampa, Florida USA, February 25-27, 2015
http://mylearning.asce.org/diweb/catalog/item/id/242087/q/c=79&q=hec-ras&t=2122&t=2115
2D HEC-RAS Workshop
Floodplain Management Association, McClellan, California, March 10-12, 2015.
2D Free Surface Flow Modeling
SANCOLD 2015 Conference in Pretoria, South Africa. February 2-6, 2015
http://www.sancold.org.za/images/2D_Free_Surface_Flow_Modeling_Course.pdf
Two-Dimensional Modeling using HEC-RAS
ASCE Live Seminar, Tampa, Florida USA, February 25-27, 2015
http://mylearning.asce.org/diweb/catalog/item/id/242087/q/c=79&q=hec-ras&t=2122&t=2115
2D HEC-RAS Workshop
Floodplain Management Association, McClellan, California, March 10-12, 2015.
http://membersfloodplain.site-ym.com/events/event_details.asp?id=569705
Labels:
2D,
California,
Course,
Florida,
HEC-RAS,
RAS2D,
South Africa,
Training
Monday, January 12, 2015
HEC-RAS Model with 2D Mesh Only.
Written by Christopher Goodell, P.E., D.WRE
Copyright © The RAS Solution 2015. All rights reserved.
There have been many questions lately about whether HEC-RAS 5.0 can perform a simulation with ONLY a 2D mesh (i.e. no cross sections). The answer is yes. In fact, in many ways it’s a lot easier. In this example, the standard Muncie project offered by the Hydrologic Engineering Center has been converted first to SI units, then to a single 2D mesh. To keep things simple, the levee breach was removed and flow moving into the overbank areas is purely due to overtopping of the levee. The following figure presents the geometry file for Muncie when modeled with a single 2D area.
Once you’ve drawn your 2D area boundary and have assigned a mesh cell center spacing (DX and DY) and Manning’s roughness value(s), really all that is left is to
Copyright © The RAS Solution 2015. All rights reserved.
There have been many questions lately about whether HEC-RAS 5.0 can perform a simulation with ONLY a 2D mesh (i.e. no cross sections). The answer is yes. In fact, in many ways it’s a lot easier. In this example, the standard Muncie project offered by the Hydrologic Engineering Center has been converted first to SI units, then to a single 2D mesh. To keep things simple, the levee breach was removed and flow moving into the overbank areas is purely due to overtopping of the levee. The following figure presents the geometry file for Muncie when modeled with a single 2D area.
Once you’ve drawn your 2D area boundary and have assigned a mesh cell center spacing (DX and DY) and Manning’s roughness value(s), really all that is left is to
Wednesday, January 7, 2015
Updated Errata Sheet for Breaking the HEC-RAS Code.
For all of you who have a copy or are planning to get a copy of "Breaking the HEC-RAS Code", there's an updated Errata Sheet on the bottom of the "Book" page of this blog. Although I spent a LOT of time hunting down and correcting errors before publishing, it's inevitable that some of these will show up. As always, please let me know if you find any more.
And also, many of you have already emailed me with examples of code you've written by using the techniques presented in the book. I love it! Thanks. Keep up the good work and if you've written something you think will be useful to others, or you just want to show off :-), please post it in the forum under the HECRASController sub-forum.
And also, many of you have already emailed me with examples of code you've written by using the techniques presented in the book. I love it! Thanks. Keep up the good work and if you've written something you think will be useful to others, or you just want to show off :-), please post it in the forum under the HECRASController sub-forum.
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