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From: Bob Steele
To: “rspurr [via HEC-RAS Help]”
Subject: RE: ISIS / TUFLOW Model Import
Thread-Topic: ISIS / TUFLOW Model Import
Thread-Index: AQHViZctfjsBNwMfWE+dR965cPNzR6doIHbg
Date: Wed, 23 Oct 2019 12:04:19 +0000
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References: <[email protected]>
In-Reply-To: <[email protected]>
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Content-Type: text/plain; charset=”us-ascii”
Content-Transfer-Encoding: quoted-printableProbably have to rebuild it…. Contact your Tuflow tech support…
Thanks and have a Great Day,
Robert (Bob) M. Steele, SET | Senior H&H Designer and Modeler
[email protected]
[cid:[email protected]]
1021 Briargate Circle | Columbia, SC 29120
803-822-0333 Ext. 3015 (W) | 803-822-0034 (F)
http://www.ice-eng.com<http://www.ice-eng.com/>[cid:[email protected]]
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sage.From: rspurr [via HEC-RAS Help]
Sent: Wednesday, October 23, 2019 7:55 AM
To: Bob Steele
Subject: ISIS / TUFLOW Model ImportI have a complete ISIS/TUFLOW 1d/2d model which I would like to open in HEC=
-RAS. I don’t seem to be able to import it into HEC-RAS. Is this possible o=
r do I have to re-build the model in HEC-RAS ?Thanks for you help,
Rich________________________________
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Probably have to rebuild it…. Con=
tact your Tuflow tech support…Thanks and have a Great Day,
Robert (Bob) M. Steele, SET
| Senior H&H Designer and Modeler[email protected]=
| 803-603=
-1686 (C)
![3D"cid:image0=](3D"cid:image001.png@01D58978.73C922E0")
1021 B=
riargate Circle | Columbia, SC 29120803-82=
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nbsp;CONFIDENTIALITY NOTICE: This electronic mail t=
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in this transmission is strictly prohibited. If you have received this tra=
nsmission in error, please immediately notify us by telephone and permanent=
ly delete the message.From: rspurr [via HEC-RAS Help] <ml+s1=
[email protected]>
Sent: Wednesday, October 23, 2019 7:55 AM
To: Bob Steele <[email protected]>
Subject: ISIS / TUFLOW Model ImportI have a complete ISI=
S/TUFLOW 1d/2d model which I would like to open in HEC-RAS. I don’t seem to=
be able to import it into HEC-RAS. Is this possible or do I have to re-bui=
ld the model in HEC-RAS ?Thanks for you help,
Rich
If you reply to this email, your mes=
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From: Bob Steele
To: “PT [via HEC-RAS Help]”
Subject: RE: Converting paper HEC-2 model to HEC-RAS
Thread-Topic: Converting paper HEC-2 model to HEC-RAS
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Content-Type: text/plain; charset=”us-ascii”
Content-Transfer-Encoding: quoted-printableCheck with Dodson Engrs, Texas…..
Thanks and have a Great Day,
Robert (Bob) M. Steele, SET | Senior H&H Designer and Modeler
[email protected]
[cid:[email protected]]
1021 Briargate Circle | Columbia, SC 29120
803-822-0333 Ext. 3015 (W) | 803-822-0034 (F)
http://www.ice-eng.com<http://www.ice-eng.com/>[cid:[email protected]]
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS EMAIL.CONFIDENTIALITY NOTICE: This electronic mail transmission and any accompan=
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n in reliance on the contents of the information contained in this transmis=
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r, please immediately notify us by telephone and permanently delete the mes=
sage.From: PT [via HEC-RAS Help]
Sent: Wednesday, December 12, 2018 10:52 AM
To: Bob Steele
Subject: RE: Converting paper HEC-2 model to HEC-RASBob,
I have similar situation where I have received pdf copy of HEC-2 model prin=
t out. I need to re-create HEC-RAS model for limited portion of area from p=
df printout.You mentioned that you have a spreadsheet program that helps doing just tha=
t. I would be interested in it if it is ok with you.Also, how do you taking in account of meandering of stream within study are=
a when building model from HEC-2 print out to HEC-RAS.Thanks,
Paresh
________________________________
If you reply to this email, your message will be added to the discussion be=
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Check with Dodson Engrs, Texas…..=
Thanks and have a Great Day,
Robert (Bob) M. Steele, SET
| Senior H&H Designer and Modeler[email protected]=
| 803-603=
-1686 (C)
![3D"cid:image0=](3D"cid:image001.png@01D49225.1C7BAEE0")
1021 B=
riargate Circle | Columbia, SC 29120803-82=
2-0333 Ext. 3015 (W) | 803-822-0034 (F)
nbsp;![=3D"cid:image006.png@01CC6951.5DB915A0"/](3D"cid:image002.png@01D49225.1C7BAEE0")
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in this transmission is strictly prohibited. If you have received this tra=
nsmission in error, please immediately notify us by telephone and permanent=
ly delete the message.From: PT [via HEC-RAS Help] <ml+s10911=
[email protected]>
Sent: Wednesday, December 12, 2018 10:52 AM
To: Bob Steele <[email protected]>
Subject: RE: Converting paper HEC-2 model to HEC-RASBob,
I have similar situation where I have received pdf copy of HEC-2 model prin=
t out. I need to re-create HEC-RAS model for limited portion of area from p=
df printout.You mentioned that you have a spreadsheet program that helps doing just tha=
t. I would be interested in it if it is ok with you.Also, how do you taking in account of meandering of stream within study are=
a when building model from HEC-2 print out to HEC-RAS.Thanks,
Paresh
If you reply to this email, your mes=
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From: Bob Steele
To: “Richard Schneider [via HEC-RAS Help]”
Subject: RE: import hec 2 file into hecras
Thread-Topic: import hec 2 file into hecras
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Date: Fri, 3 Aug 2018 18:57:38 +0000
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Content-Type: text/plain; charset=”us-ascii”
Content-Transfer-Encoding: quoted-printableBe sure to import a HEC-2 file with a “*.dat” extension
Thanks and have a Great Day,
Robert (Bob) M. Steele, SET | Senior H&H Designer and Modeler
[email protected]
[cid:[email protected]]
1021 Briargate Circle | Columbia, SC 29120
803-822-0333 Ext. 3015 (W) | 803-822-0034 (F)
http://www.ice-eng.com<http://www.ice-eng.com/>[cid:[email protected]]
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS EMAIL.CONFIDENTIALITY NOTICE: This electronic mail transmission and any accompan=
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r, please immediately notify us by telephone and permanently delete the mes=
sage.From: Richard Schneider [via HEC-RAS Help]
Sent: Friday, August 03, 2018 2:55 PM
To: Bob Steele
Subject: import hec 2 file into hecrasI am trying to import a HEC 2 data file into HECRAS and I get this message:=
Run-time error ‘9’: Subscript out of range .analysis_991_input_file.dat
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Content-Type: text/html; charset=”us-ascii”
Content-Transfer-Encoding: quoted-printable
Be sure to import a HEC-2 file with a &=
#8220;*.dat” extension
Thanks and have a Great Day,
Robert (Bob) M. Steele, SET
| Senior H&H Designer and Modeler[email protected]=
| 803-603=
-1686 (C)
![3D"cid:image0=](3D"cid:image001.png@01D42B3A.4E3C9E00")
1021 B=
riargate Circle | Columbia, SC 29120803-82=
2-0333 Ext. 3015 (W) | 803-822-0034 (F)
nbsp;![=3D"cid:image006.png@01CC6951.5DB915A0"/](3D"cid:image002.png@01D42B3A.4E3C9E00")
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in this transmission is strictly prohibited. If you have received this tra=
nsmission in error, please immediately notify us by telephone and permanent=
ly delete the message.From: Richard Schneider [via HEC-RAS Help] &l=
t;ml+[email protected]>
Sent: Friday, August 03, 2018 2:55 PM
To: Bob Steele <[email protected]>
Subject: import hec 2 file into hecrasI am trying to import=
a HEC 2 data file into HECRAS and I get this message: Run-time error ‘9’: =
Subscript out of range .analysis_991_inpu=
t_file.dat
Any suggestions?
If you reply to this email, your mes=
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NAML
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From: Bob Steele
To: “Julia P [via HEC-RAS Help]”
Subject: RE: Converting paper HEC-2 model to HEC-RAS
Thread-Topic: Converting paper HEC-2 model to HEC-RAS
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Content-Transfer-Encoding: quoted-printableJulia,
Done this many times…. If you can identify the location of your study, yo=
u might be able to truncate the HEC-2 model and not have to put it all in. =
Then I would build a HEC-2 model to confirm it works and the output makes =
sense. Then convert it to a *.dat file… this will import into HEC-RAS… =
However, keep in mind the HEC-2 Bridges/Culverts will not import into HEC-R=
AS…. Dodson Engrs (Former Name), Texas have developed many software packa=
ges over the years…and they have a great little program (like a spreadshe=
et) formatted for HEC-2 …. You will still have to input the model from th=
e pdf…If you want… call me via cell phone – (803)603-1686 and I’ll try to talk =
you through this processThanks and have a Great Day,
Robert (Bob) M. Steele, SET | Senior H&H Designer and Modeler
[email protected]
[cid:[email protected]]
1021 Briargate Circle | Columbia, SC 29120
803-822-0333 Ext. 3015 (W) | 803-822-0034 (F)
http://www.ice-eng.com<http://www.ice-eng.com/>[cid:[email protected]]
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS EMAIL.CONFIDENTIALITY NOTICE: This electronic mail transmission and any accompan=
ying documents contain information belonging to the sender which may be con=
fidential and legally privileged. This information is intended only for the=
use of the individual or entity to whom it is addressed. If you are not th=
e intended recipient, any disclosure, copying, distribution, or action take=
n in reliance on the contents of the information contained in this transmis=
sion is strictly prohibited. If you have received this transmission in erro=
r, please immediately notify us by telephone and permanently delete the mes=
sage.From: Julia P [via HEC-RAS Help] [mailto:[email protected]]
Sent: Monday, July 02, 2018 5:14 PM
To: Bob Steele
Subject: Converting paper HEC-2 model to HEC-RASI’ve received a HEC-2 model in PDF format from FEMA. I need to run this mo=
del in HEC-RAS. I’ve used the recognize text command in Adobe to convert i=
t to .txt and .dat files but HEC-RAS keeps finding errors in the data file.What is the proper format for creating a HEC-2 data set? Do all of the inp=
ut data get imported, or just the summary print outs?Also, the recognize text command isn’t perfect and a lot of the info is wro=
ng/missing, is there an easier way to correct this than manually checking e=
very line? The PDF is 88 pages long, yikes.Thanks for the help!
________________________________
If you reply to this email, your message will be added to the discussion be=
low:
http://hec-ras-help.1091112.n5.nabble.com/Converting-paper-HEC-2-model-to-H=
EC-RAS-tp5831.html
To start a new topic under HEC-RAS Help, email [email protected].c=
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Julia,
Done this many times…. If you can=
identify the location of your study, you might be able to truncate the HEC=
-2 model and not have to put it all in. Then I would
build a HEC-2 model to confirm it works and the output makes sense. Then c=
onvert it to a *.dat file… this will import into HEC-RAS… Howev=
er, keep in mind the HEC-2 Bridges/Culverts will not import into HEC-RAS=
230;. Dodson Engrs (Former Name), Texas have developed
many software packages over the years…and they have a great little p=
rogram (like a spreadsheet) formatted for HEC-2 …. You will still hav=
e to input the model from the pdf…If you want… call me via cell pho=
ne – (803)603-1686 and I’ll try to talk you through this proces=
sThanks and have a Great Day,
Robert (Bob) M. Steele, SET
| Senior H&H Designer and Modeler[email protected]=
| 803-603=
-1686 (C)
![3D"cid:image0=](3D"cid:image001.png@01D412BB.DB17A050")
1021 B=
riargate Circle | Columbia, SC 29120803-82=
2-0333 Ext. 3015 (W) | 803-822-0034 (F)
nbsp;![=3D"cid:image006.png@01CC6951.5DB915A0"/](3D"cid:image002.png@01D412BB.DB17A050")
PLEASE CONSIDER THE ENVIRONMENT BEF=
ORE PRINTING THIS EMAIL.
nbsp;CONFIDENTIALITY NOTICE: This electronic mail t=
ransmission and any accompanying documents contain information belonging to=
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privileged. This information is intended only for the use of the individua=
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any disclosure, copying, distribution, or action taken in reliance on the =
contents of the information contained
in this transmission is strictly prohibited. If you have received this tra=
nsmission in error, please immediately notify us by telephone and permanent=
ly delete the message.From: Julia P [via HEC-RAS Help] [mailto:ml&#=
43;[email protected]]
Sent: Monday, July 02, 2018 5:14 PM
To: Bob Steele <[email protected]>
Subject: Converting paper HEC-2 model to HEC-RASI’ve received a HEC-2=
model in PDF format from FEMA. I need to run this model in HEC-RAS. =
I’ve used the recognize text command in Adobe to convert it to .txt a=
nd .dat files but HEC-RAS keeps finding errors
in the data file.What is the proper format for creating a HEC-2 data set? Do all of th=
e input data get imported, or just the summary print outs?Also, the recognize text command isn’t perfect and a lot of the info is wro=
ng/missing, is there an easier way to correct this than manually checking e=
very line? The PDF is 88 pages long, yikes.Thanks for the help!
If you reply to this email, your mes=
sage will be added to the discussion below:http://h=
ec-ras-help.1091112.n5.nabble.com/Converting-paper-HEC-2-model-to-HEC-RAS-t=
p5831.html
To start a=
new topic under HEC-RAS Help, email
ml+s1091112n1h43@=
n5.nabble.com
To unsubscribe from HEC-RAS Help,
click here.
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From: Bob Steele
To: “Pat [via HEC-RAS Help]”
Subject: RE: WSPRO bridge model
Thread-Topic: WSPRO bridge model
Thread-Index: AQHQpHTpDCtGmD7350eEwqngGkc3h52noZdggAAFHICAABNT0IAAA8UAgAAAsrA=
Date: Thu, 11 Jun 2015 20:20:52 +0000
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Content-Type: text/plain; charset=”us-ascii”
Content-Transfer-Encoding: quoted-printableI can only remember that if embankments have been constructed into the rive=
r and the bridge is built on these extended embankments, then it was import=
ant to allow the water “to be piped” through the opening…. Boy that’s som=
e way of explaining that….the college prof would probably throw-up…!! H=
aHaThanks and Have a Great Day,
Bob
Robert M. Steele, SET | Senior Hydrologist
[email protected][cid:[email protected]]
1021 Briargate Circle | Columbia, SC 29120
803-822-0333 Ext. 3015 (W) | 803-822-0034 (F)
http://www.ice-eng.com<http://www.ice-eng.com/>[cid:[email protected]]
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n in reliance on the contents of the information contained in this transmis=
sion is strictly prohibited. If you have received this transmission in erro=
r, please immediately notify us by telephone and permanently delete the mes=
sage.From: Pat [via HEC-RAS Help] [mailto:[email protected]=
]
Sent: Thursday, June 11, 2015 4:15 PM
To: Bob Steele
Subject: RE: WSPRO bridge modelThanks for this historical note.
Is there any “physical” limitations, or type of bridge this routine is best=
suited for?
________________________________
If you reply to this email, your message will be added to the discussion be=
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I can only remember th=
at if embankments have been constructed into the river and the bridge is bu=
ilt on these extended embankments, then it was important to allow the water=
“to be piped” through the opening….
Boy that’s some way of explaining that….the college prof would=
probably throw-up…!! HaHaThanks and Have a Great Day,
Bob
Robert M. Steele, SET
|
Senior Hydrologist[email protected]
| 803-603-1686 (C)![3D"cid:image004.png@01CE7175.C7F88B70"/](3D"cid:image001.png@01D0=)
1021 Briargate Circle | Co=
lumbia, SC 29120803-822-0333 Ext. 3015 (W)=
| 803-822-0034 (F)![3D"cid:image006.png@01CC6951.5DB915A0"/](3D"cid:image002.png@01D0A=)
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n, or action taken in reliance on
the contents of the information contained in this transmission is strictly=
prohibited. If you have received this transmission in error, please immedi=
ately notify us by telephone and permanently delete the message.
From: Pat [via=
HEC-RAS Help] [mailto:ml-node+[email protected]]
Sent: Thursday, June 11, 2015 4:15 PM
To: Bob Steele
Subject: RE: WSPRO bridge modelThanks for this histo=
rical note.Is there any "physical" limitations, or type of bridge this routi=
ne is best suited for?
If you reply to this ema=
il, your message will be added to the discussion below:http://hec-r=
as-help.1091112.n5.nabble.com/WSPRO-bridge-model-tp1721p1725.html
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From: Bob Steele
To: “Pat [via HEC-RAS Help]”
Subject: RE: WSPRO bridge model
Thread-Topic: WSPRO bridge model
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Content-Type: text/plain; charset=”us-ascii”
Content-Transfer-Encoding: quoted-printableIn the old days it was more suffocated to model with… Could crash/bad res=
ults in a heart-beat… So, when it was introduced in HEC-RAS, it was a ble=
ssing to know that if the client wanted it run, then within HEC-RAS it was =
much simpler…Thanks and Have a Great Day,
Bob
Robert M. Steele, SET | Senior Hydrologist
[email protected][cid:[email protected]]
1021 Briargate Circle | Columbia, SC 29120
803-822-0333 Ext. 3015 (W) | 803-822-0034 (F)
http://www.ice-eng.com<http://www.ice-eng.com/>[cid:[email protected]]
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS EMAIL.CONFIDENTIALITY NOTICE: This electronic mail transmission and any accompan=
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n in reliance on the contents of the information contained in this transmis=
sion is strictly prohibited. If you have received this transmission in erro=
r, please immediately notify us by telephone and permanently delete the mes=
sage.From: Pat [via HEC-RAS Help] [mailto:[email protected]=
]
Sent: Thursday, June 11, 2015 2:53 PM
To: Bob Steele
Subject: RE: WSPRO bridge modelNo I’m not familiar with WPRO… I would be happy to learn more about its a=
pplication
________________________________
If you reply to this email, your message will be added to the discussion be=
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In the old days it was=
more suffocated to model with… Could crash/bad results in a heart-be=
at… So, when it was introduced in HEC-RAS, it was a blessing to know =
that if the client wanted it run, then within HEC-RAS
it was much simpler…Thanks and Have a Great Day,
Bob
Robert M. Steele, SET
|
Senior Hydrologist[email protected]
| 803-603-1686 (C)1021 Briargate Circle | Co=
lumbia, SC 29120803-822-0333 Ext. 3015 (W)=
| 803-822-0034 (F)PLEASE CONSIDER THE ENV=
IRONMENT BEFORE PRINTING THIS EMAIL.CONFIDENTIALITY NOTICE: This electronic mail transmission and any =
accompanying documents contain information belonging to the sender
which may be confidential and legally privileged. This information is inte=
nded only for the use of the individual or entity to whom it is addressed. =
If you are not the intended recipient, any disclosure, copying, distributio=
n, or action taken in reliance on
the contents of the information contained in this transmission is strictly=
prohibited. If you have received this transmission in error, please immedi=
ately notify us by telephone and permanently delete the message.
From: Pat [via=
HEC-RAS Help] [mailto:ml-node+[email protected]]
Sent: Thursday, June 11, 2015 2:53 PM
To: Bob Steele
Subject: RE: WSPRO bridge modelNo I’m not familiar w=
ith WPRO… I would be happy to learn more about its application
If you reply to this ema=
il, your message will be added to the discussion below:http://hec-r=
as-help.1091112.n5.nabble.com/WSPRO-bridge-model-tp1721p1723.html
ml-node+s109=
[email protected]
To unsubscribe from HEC-RAS Help,
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From: Bob Steele
To: “Pat [via HEC-RAS Help]”
Subject: RE: WSPRO bridge model
Thread-Topic: WSPRO bridge model
Thread-Index: AQHQpHTpDCtGmD7350eEwqngGkc3h52noZdg
Date: Thu, 11 Jun 2015 18:36:12 +0000
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Content-Type: text/plain; charset=”us-ascii”
Content-Transfer-Encoding: quoted-printableAre you familiar with WPRO….? It is the FHWA way of running the Bridge Hy=
draulic routine (more robust that HEC-RAS and often required by DOT’s)Thanks and Have a Great Day,
Bob
Robert M. Steele, SET | Senior Hydrologist
[email protected][cid:[email protected]]
1021 Briargate Circle | Columbia, SC 29120
803-822-0333 Ext. 3015 (W) | 803-822-0034 (F)
http://www.ice-eng.com<http://www.ice-eng.com/>[cid:[email protected]]
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS EMAIL.CONFIDENTIALITY NOTICE: This electronic mail transmission and any accompan=
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r, please immediately notify us by telephone and permanently delete the mes=
sage.From: Pat [via HEC-RAS Help] [mailto:[email protected]=
]
Sent: Thursday, June 11, 2015 2:32 PM
To: Bob Steele
Subject: WSPRO bridge modelHi all,
I would like to know if the WSPRO applies to all bridge layout. If not, wha=
t would be its limitation.Thanks!
________________________________
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Are you familiar with =
WPRO….? It is the FHWA way of running the Bridge Hydraulic routine (m=
ore robust that HEC-RAS and often required by DOT’s)Thanks and Have a Great Day,
Bob
Robert M. Steele, SET
|
Senior Hydrologist[email protected]
| 803-603-1686 (C)1021 Briargate Circle | Co=
lumbia, SC 29120803-822-0333 Ext. 3015 (W)=
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From: Pat [via=
HEC-RAS Help] [mailto:ml-node+[email protected]]
Sent: Thursday, June 11, 2015 2:32 PM
To: Bob Steele
Subject: WSPRO bridge modelHi all,
I would like to know if the WSPRO applies to all bridge layout. If not, wha=
t would be its limitation.Thanks!
If you reply to this ema=
il, your message will be added to the discussion below:http://hec-ras-he=
lp.1091112.n5.nabble.com/WSPRO-bridge-model-tp1721.html
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From: Bob Steele
To: “cuba28 [via HEC-RAS Help]”
Subject: RE: HEC RAS defining a bridge geometry
Thread-Topic: HEC RAS defining a bridge geometry
Thread-Index: AQHQYbKlqzZNZ97n7U2bL0S1fU1y250irhzQ
Date: Wed, 18 Mar 2015 20:19:20 +0000
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Content-Type: text/plain; charset=”us-ascii”
Content-Transfer-Encoding: quoted-printableCheck Page 6-35 of Users Manual (Help)
Thanks and Have a Great Day,
Bob
Robert M. Steele, SET | Senior Hydrologist
[email protected][cid:[email protected]]
1021 Briargate Circle | Columbia, SC 29120
803-822-0333 Ext. 3015 (W) | 803-822-0034 (F)
http://www.ice-eng.com<http://www.ice-eng.com/>[cid:[email protected]]
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS EMAIL.CONFIDENTIALITY NOTICE: This electronic mail transmission and any accompan=
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r, please immediately notify us by telephone and permanently delete the mes=
sage.From: cuba28 [via HEC-RAS Help] [mailto:[email protected].=
com]
Sent: Wednesday, March 18, 2015 3:35 PM
To: Bob Steele
Subject: HEC RAS defining a bridge geometryHello,
After running the model, I’ve an error message concerning a bridge geometry=
:“Deck width + distance is >=3D the length between bounding cross sections. =
HEC RAS requires a positive distance from the end of the bridge to the next=
cross section downstream.Bridge doesn’t contain an opening at downstream and upstream.”
Could any one explain me what is the deck width, for low chord and high cor=
d ?Thanks a lot,
Hearily
________________________________
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Check Page 6-35 of Use=
rs Manual (Help)Thanks and Have a Great Day,
Bob
Robert M. Steele, SET
|
Senior Hydrologist[email protected]
| 803-603-1686 (C)1021 Briargate Circle | Co=
lumbia, SC 29120803-822-0333 Ext. 3015 (W)=
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ately notify us by telephone and permanently delete the message.
From: cuba28 [=
via HEC-RAS Help] [mailto:ml-node+[email protected]]
Sent: Wednesday, March 18, 2015 3:35 PM
To: Bob Steele
Subject: HEC RAS defining a bridge geometryHello,
After running the model, I’ve an error message concerning a bridge geometry=
:"Deck width + distance is >=3D the length between bounding cros=
s sections. HEC RAS requires a positive distance from the end of the bridge=
to the next cross section downstream.Bridge doesn’t contain an opening at downstream and upstream."
Could any one explain me what is the deck width, for low chord and high cor=
d ?Thanks a lot,
Hearily
If you reply to this ema=
il, your message will be added to the discussion below:h=
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From: Bob Steele
To: “Kris M. [via HEC-RAS Help]”
Subject: RE: Channel Profile “Bumps”
Thread-Topic: Channel Profile “Bumps”
Thread-Index: AQHQWFdgZcwI2ymlikuQpehGFBorgZ0P/q0w
Date: Fri, 6 Mar 2015 21:57:39 +0000
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Content-Transfer-Encoding: quoted-printableKris,
UGH…!!! Isn’t Bridge Hydraulics wonderful…??? I’ve had the same situati=
on, but did not have to adjust 1000 RSs’. I used the X-Sect Graphical Edit=
or and would compare my model x-Sect with the Survey X-Sect, and would merg=
e… Only had to adjust 4-6 x-sects US and DS. What a question…! Sorry, =
I do not have an answer except to what you’ve already tried…. I hope some=
one has an answer…. They should be give the Golden BridgeThanks and Have a Great Day,
Bob
Robert M. Steele, SET | Senior Hydrologist
[email protected][cid:[email protected]]
1021 Briargate Circle | Columbia, SC 29120
803-822-0333 Ext. 3015 (W) | 803-822-0034 (F)
http://www.ice-eng.com<http://www.ice-eng.com/>[cid:[email protected]]
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS EMAIL.CONFIDENTIALITY NOTICE: This electronic mail transmission and any accompan=
ying documents contain information belonging to the sender which may be con=
fidential and legally privileged. This information is intended only for the=
use of the individual or entity to whom it is addressed. If you are not th=
e intended recipient, any disclosure, copying, distribution, or action take=
n in reliance on the contents of the information contained in this transmis=
sion is strictly prohibited. If you have received this transmission in erro=
r, please immediately notify us by telephone and permanently delete the mes=
sage.From: Kris M. [via HEC-RAS Help] [mailto:[email protected]=
.com]
Sent: Friday, March 06, 2015 4:49 PM
To: Bob Steele
Subject: Channel Profile “Bumps”I have created a model using cross-sections that were extracted from a DEM.=
I have supplemented some of the cross-sections with field survey data. B=
ecause the DEM dataset only “sees” the ground above the water surface and t=
he survey data contains bathymetric (below the water surface) data, my chan=
nel profile has bumps in it. I have tried using the channel modification e=
ditor, but then I have to manually edit each cross-section (I have ~1000).My question: is there a simple and fast method to lower my channel (the por=
tion of the cross-sections in between the bank stations) in between the bum=
ps to create a reasonable channel profile?
________________________________
If you reply to this email, your message will be added to the discussion be=
low:
http://hec-ras-help.1091112.n5.nabble.com/Channel-Profile-Bumps-tp1402.html
To start a new topic under HEC-RAS Help, email [email protected]=
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Kris,=
UGH&#=
8230;!!! Isn’t Bridge Hydraulics wonderful…??? I’ve had t=
he same situation, but did not have to adjust 1000 RSs’. I used=
the X-Sect Graphical Editor and would compare my model x-Sect with the
Survey X-Sect, and would merge… Only had to adjust 4-6 x-sects US an=
d DS. What a question…! Sorry, I do not have an answer except t=
o what you’ve already tried…. I hope someone has an answer̷=
0;. They should be give the Golden Bridge
Thanks and Have a Great Day,
Bob
Robert M. Steele, SET
|
Senior Hydrologist[email protected]
| 803-603-1686 (C)1021 Briargate Circle | Co=
lumbia, SC 29120803-822-0333 Ext. 3015 (W)=
| 803-822-0034 (F)![3D"cid:image006.png@01CC6951.5DB915A0"/](3D"cid:image002.png@01D05=)
PLEASE CONSIDER THE ENV=
IRONMENT BEFORE PRINTING THIS EMAIL.CONFIDENTIALITY NOTICE: This electronic mail transmission and any =
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If you are not the intended recipient, any disclosure, copying, distributio=
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the contents of the information contained in this transmission is strictly=
prohibited. If you have received this transmission in error, please immedi=
ately notify us by telephone and permanently delete the message.
From: Kris M. =
[via HEC-RAS Help] [mailto:ml-node+[email protected]]
Sent: Friday, March 06, 2015 4:49 PM
To: Bob Steele
Subject: Channel Profile "Bumps"I have created a mode=
l using cross-sections that were extracted from a DEM. I have supplem=
ented some of the cross-sections with field survey data. Because the =
DEM dataset only "sees" the ground above the water
surface and the survey data contains bathymetric (below the water surface)=
data, my channel profile has bumps in it. I have tried using the cha=
nnel modification editor, but then I have to manually edit each cross-secti=
on (I have ~1000).My question: is there a simple and fast method to lower my channel (the por=
tion of the cross-sections in between the bank stations) in between the bum=
ps to create a reasonable channel profile?
If you reply to this ema=
il, your message will be added to the discussion below:http://hec-ras=
-help.1091112.n5.nabble.com/Channel-Profile-Bumps-tp1402.html
ml-node+s109=
[email protected]
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click here.
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