[RPL]

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From: Rod Lundberg
To: “hydrojock [via HEC-RAS Bloggery Forum]”

Subject: RE: Critical depth not calculated?
Date: Wed, 18 Sep 2013 07:15:52 -0700
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Thanks very much=2C hydrojock! I’m sure that is it. I forgot that all of =
my previous work in HEC-RAS had been with a model package that someone had =
already been working with and had all the basic settings established… duh=
!
=20
rpl
=20
Date: Fri=2C 13 Sep 2013 11:09:25 -0700
From: [email protected]
To: [email protected]
Subject: Re: Critical depth not calculated?

=0A=
=0A=
Hello RPL=0A=

It sounds like you have a simple issue. There is an option in steady flow =
analysis where you can specify if you want RAS to calculate critical depth =
at all cross sections. By default=2C it does not – only calculating it whe=
re it is necessary. The User’s Manual goes into this in detail.=0A=

Go to the Steady Flow Analysis and select Options. Then select Critical De=
pth Output Option and choose Critical Always Calculated. When you re-run y=
our model=2C you should have critical depth solved at all locations.=0A=

Regards=2C=0A=

James Heyen=2C P.E.=2C CFM=0A=

Senior Hydraulic Engineer=0A=

WEST Consultants=2C Inc.=0A=
=0A=
=0A=
=0A=
=0A=
=09
=0A=
=09
=0A=
=0A=
=0A=
If you reply to this email=2C your message will be added to the discussio=
n below:=0A=
http://hec-ras-bloggery-forum.1091112.n5.nabble.com/Critical-depth-not-ca=
lculated-tp326p329.html=0A=
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Thanks very much=2C hydrojock!&n=
bsp=3B I’m sure that is it.&nbsp=3B I forgot that all of my previous work&n=
bsp=3Bin HEC-RAS had been with a model&nbsp=3Bpackage that someone had alre=
ady been working with and had all the basic settings established… duh!&nbsp=3B
rpl
&nbsp=3B

---

Date: Fri=2C 1=
3 Sep 2013 11:09:25 -0700
From: [email protected]
=
To: [email protected]
Subject: Re: Critical depth not calculated?
=0A=
=0A=
Hello RPL=0A=

It sounds like you have a simple issue. &nbsp=3BThere is an option =
in steady flow analysis where you can specify if you want RAS to calculate =
critical depth at all cross sections. &nbsp=3BBy default=2C it does not – o=
nly calculating it where it is necessary. &nbsp=3BThe User’s Manual goes in=
to this in detail.=0A=

Go to the Steady Flow Analysis and select Options. &nbsp=3BThen sel=
ect Critical Depth Output Option and choose Critical Always Calculated. &nb=
sp=3BWhen you re-run your model=2C you should have critical depth solved at=
all locations.=0A=

Regards=2C=0A=

James Heyen=2C P.E.=2C CFM=0A=

Senior Hydraulic Engineer=0A=

WEST Consultants=2C Inc.=0A=
=0A=
=0A=
=0A=
=0A=

=0A=

=0A=

---

=0A=

=0A=

If you reply to this email=2C your me=
ssage will be added to the discussion below:

=0A=
http://hec-ras-blogge=
ry-forum.1091112.n5.nabble.com/Critical-depth-not-calculated-tp326p329.html=
=0A=

=0A=

=0A=
=0A=
To unsubscribe from Critical depth not calculated?=2C click here.
=
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