WSPRO bridge model - Kleinschmidt

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June 11, 2015 at 11:31 pm #5817

Anonymous
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Hi all,

I would like to know if the WSPRO applies to all bridge layout. If not, what would be its limitation.

Thanks!

June 11, 2015 at 11:36 pm #9350

Bobsteele
Participant

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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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Date: Thu, 11 Jun 2015 18:36:12 +0000
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Are 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] | 803-603-1686 (C)

[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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From: Pat [via HEC-RAS Help] [mailto:[email protected]=
]
Sent: Thursday, June 11, 2015 2:32 PM
To: Bob Steele
Subject: WSPRO bridge model

Hi 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)

<= /p>

1021 Briargate Circle | Co=
lumbia, SC 29120

803-822-0333 Ext. 3015 (W)=
| 803-822-0034 (F)

http://www.ice-eng.com

PLEASE CONSIDER THE ENV=
IRONMENT BEFORE PRINTING THIS EMAIL.

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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 2:32 PM
To: Bob Steele
Subject: WSPRO bridge model

Hi 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

ml-node+s109=
[email protected]

To unsubscribe from HEC-RAS Help,
click here.
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–_005_CO2PR0601MB0920D8747A3726EE4DC0568ED4BC0CO2PR0601MB0920_–

June 11, 2015 at 11:52 pm #9351

Anonymous
Guest

No I’m not familiar with WPRO… I would be happy to learn more about its application

June 12, 2015 at 1:04 am #9352

Bobsteele
Participant

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Subject: RE: WSPRO bridge model
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In 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] | 803-603-1686 (C)

[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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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: Pat [via HEC-RAS Help] [mailto:[email protected]=
]
Sent: Thursday, June 11, 2015 2:53 PM
To: Bob Steele
Subject: RE: WSPRO bridge model

No 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=
low:
http://hec-ras-help.1091112.n5.nabble.com/WSPRO-bridge-model-tp1721p1723.ht=
ml
To start a new topic under HEC-RAS Help, email [email protected]=
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Content-Type: text/html; charset=”us-ascii”
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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)

<= /p>

1021 Briargate Circle | Co=
lumbia, SC 29120

803-822-0333 Ext. 3015 (W)=
| 803-822-0034 (F)

http://www.ice-eng.com

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 model

No 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,
click here.
NAML

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June 12, 2015 at 1:15 am #9353

Anonymous
Guest

Thanks for this historical note.

Is there any “physical” limitations, or type of bridge this routine is best suited for?

June 12, 2015 at 1:20 am #9354

Bobsteele
Participant

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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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Date: Thu, 11 Jun 2015 20:20:52 +0000
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I 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=
aHa

Thanks and Have a Great Day,
Bob
Robert M. Steele, SET | Senior Hydrologist
[email protected] | 803-603-1686 (C)

[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/>

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From: Pat [via HEC-RAS Help] [mailto:[email protected]=
]
Sent: Thursday, June 11, 2015 4:15 PM
To: Bob Steele
Subject: RE: WSPRO bridge model

Thanks for this historical note.

Is there any “physical” limitations, or type of bridge this routine is best=
suited for?
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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…!! HaHa

Thanks and Have a Great Day,

Bob

Robert M. Steele, SET
|
Senior Hydrologist

[email protected]
| 803-603-1686 (C)

<= /p>

1021 Briargate Circle | Co=
lumbia, SC 29120

803-822-0333 Ext. 3015 (W)=
| 803-822-0034 (F)

http://www.ice-eng.com

PLEASE CONSIDER THE ENV=
IRONMENT BEFORE PRINTING THIS EMAIL.

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n, or action taken in reliance on
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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 model

Thanks 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

ml-node+s109=
[email protected]

To unsubscribe from HEC-RAS Help,
click here.
NAML

–_000_CO2PR0601MB09201A8EB045CE8B2F9B561FD4BC0CO2PR0601MB0920_–

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