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Old 11-09-2006, 02:58 PM
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AutoDesk LDD Map

How much manual input is required after importing HEC-2 format files created from AutoDesk LDD Map?

Or, better yet, what ways are you guys out there iusing for importing geometric model data most efficiently? RiverCAD XP?

Since HEC-RAS came on the scene, I have been using Carlson's SurvCAD hydrology module to make *.GEO files that come in perfectly with everything except mannings values and overbank lenghts. But now, my company is converting to AutoDesk LDD so I'm having difficulty finding the efficiency I once enjoyed. Any pointers out there?

Thanks - Lee
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Old 11-10-2006, 02:10 PM
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Re: AutoDesk LDD Map

Anyone out there seen this? or used this?

http://www.civil3d.com/index.php/200...ools-released/
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Old 11-13-2006, 01:45 PM
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Re: AutoDesk LDD Map

I have been using RiverCAD XP for the last 6 months, and am quite pleased with its capabilities. It is the only software that I have found that can seamlessly import and export HEC-2 or HEC-RAS data and generate floodplain maps--all within AutoCAD LDD.

I think you should at least give RiverCAD a try.
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Old 12-28-2006, 02:35 AM
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Re: AutoDesk LDD Map

Lee,

I have done several models using LDD and the Hydrology module. There are some quirks/guidelines to adhere to, but I've had good results.

1. You have to have a surface. Be it 3-d contour lines, points, etc. you have to create a TIN (surface) to be able to output the data.

2. You can only use polylines with 2 or 3 verticies for your river sections. To date, I haven't found a way around this. The polylines have to be created from left to right as you are looking downstream.

3. Don't be confused by the "multiple section" command. Generally, you want to do the "single section" command and individually select each polyline (river station) starting from the most downstream river section to the most upstream river section.

4. Once the sections have been defined, you must provide some parameters for completion such as starting WSE, stream slope, Q, etc.

5. The output file from LDD is essentially a HEC-2 geometry file.

As with your Carlson software, you will still have to input your Manning's "n" values and put in the correct stream bank locations. You don't have to worry about the overbank distances. This is automatically done during the river station selection process.

This is a quick and nasty description. I apologize if I'm not filling in the blanks well enough.
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Old 12-28-2006, 01:00 PM
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Re: AutoDesk LDD Map

I agree with Damien Green.

RiverCAD XP is definately the smootest and easiest way to transfer data back and forth.

I have estimated that is has knocked at least 20 hours off of my HEC RAS Projects


Tina Murphy
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