[Chris G.]

Hi Luis-

Thanks for the feedback. I’m going to look into this, but to be honest, I have very little control over the look of this forum. I’ll see if there’s anything I can do about it. Can you point me to a specific post that demonstrates this issue?

Thanks-
Chris

[Chris G.]

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From: The RAS Solution Content-Type: multipart/alternative;
boundary=Apple-Mail-0D8518DA-C0FB-4B1A-AF48-C08B25D6A084
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Date: Tue, 19 Jun 2018 20:43:47 +0100
Subject: Re: OUtput_Nodeoutput only read out the first plan file in the loop
Message-Id: <[email protected]>
References: <[email protected]> <[email protected]>
In-Reply-To: <[email protected]>
To: “Ski907 [via HEC-RAS Help]”
X-Mailer: iPhone Mail (15F79)

–Apple-Mail-0D8518DA-C0FB-4B1A-AF48-C08B25D6A084
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Thanks for posting!

Sent from my iPhone

> On Jun 19, 2018, at 1:41 AM, Ski907 [via HEC-RAS Help] wrote:
>=20
> I came across this question while searching for a solution to my own probl=
em. I was having trouble looping through already computed plans changing the=
m with .PlanOutput_SetCurrent and .Plan_SetCurrent then extracting results u=
sing .Output_NodesOutput . It just seemed like the output file was not being=
updated. The solution was to change the plan, save it, close the project an=
d then re-open it:=20
>=20
> RC.Plan_SetCurrent (strPlanNames(j))=20
> RC.Project_Save=20
> RC.Project_Close=20
> RC.Project_Open strRASProject =20
>=20
>=20
> Hopefully this will save someone the time it took me to figure this out…=
=20
>=20
> If you reply to this email, your message will be added to the discussion b=
elow:
> http://hec-ras-help.1091112.n5.nabble.com/OUtput-Nodeoutput-only-read-out-=
the-first-plan-file-in-the-loop-tp3151p5781.html
> To start a new topic under HECRAS Controller, email ml+s1091112n1184h88@n5=
.nabble.com=20
> To unsubscribe from HECRAS Controller, click here.
> NAML

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Thanks for posting!

Sent from my iPhone

On Jun 19, 2018, at 1:41 AM, Ski907 [via HEC-RAS Help] <[email protected]> wrote:

I came across this question while searching for a solution to my own problem. I was having trouble looping through already computed plans changing them with .PlanOutput_SetCurrent and .Plan_SetCurrent then extracting results using .Output_NodesOutput . It just seemed like the output file was not being updated. The solution was to change the plan, save it, close the project and then re-open it:

RC.Plan_SetCurrent (strPlanNames(j))

        RC.Project_Save

        RC.Project_Close

        RC.Project_Open strRASProject  

Hopefully this will save someone the time it took me to figure this out…

---

If you reply to this email, your message will be added to the discussion below:

http://hec-ras-help.1091112.n5.nabble.com/OUtput-Nodeoutput-only-read-out-the-first-plan-file-in-the-loop-tp3151p5781.html

To start a new topic under HECRAS Controller, email [email protected]
To unsubscribe from HECRAS Controller, click here.
NAML

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[Chris G.]

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From: The RAS Solution Content-Type: multipart/alternative;
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Date: Fri, 15 Jun 2018 19:45:11 -0400
Subject: Re: Run Monte Carlo Simulations
Message-Id: <[email protected]>
References: <[email protected]>
In-Reply-To: <[email protected]>
To: “Ashley [via HEC-RAS Help]”
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Yes. You should be able to do what you want to do using the HECRASController=
with some code that reads/writes to the geometry text files. Evaluating 2D o=
utput will require you to read from the hdf files. Lots of information on th=
e on the web. Suggest considering getting =E2=80=9CBreaking the HEC-RAS Code=
=E2=80=9D book if you haven=E2=80=99t already.=20

Sent from my iPhone

> On Jun 15, 2018, at 6:56 PM, Ashley [via HEC-RAS Help] wrote:
>=20
> Hi, I am new to HEC-RAS 5.0. I currently have a 2D model for a river reach=
and its floodplain. Is it possible to run Monte Carlo simulations for Manni=
ng’s roughness automatically in HEC-RAS controller? Or do it in Rstudio/Matl=
ab? It would be truly helpful if you can provide some suggestions. Thanks in=
advance.=20
>=20
> If you reply to this email, your message will be added to the discussion b=
elow:
> http://hec-ras-help.1091112.n5.nabble.com/Run-Monte-Carlo-Simulations-tp57=
74.html
> To start a new topic under HECRAS Controller, email ml+s1091112n1184h88@n5=
.nabble.com=20
> To unsubscribe from HECRAS Controller, click here.
> NAML

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Yes. You should be able to do what you want=
to do using the HECRASController with some code that reads/writes to the ge=
ometry text files. Evaluating 2D output will require you to read from the hd=
f files. Lots of information on the on the web. Suggest considering getting =E2=
=80=9CBreaking the HEC-RAS Code=E2=80=9D book if you haven=E2=80=99t already=
. 

Sent from my iPhone

=

On Jun 15, 2018, at 6:56 PM, Ashley [via HEC-RAS Help] <[email protected]> wrote:

Hi, I am new to HEC-RAS 5.0. I currently have a 2D model for a rive=
r reach and its floodplain. Is it possible to run Monte Carlo simulations fo=
r Manning’s roughness automatically in HEC-RAS controller? Or do it in Rstud=
io/Matlab? It would be truly helpful if you can provide some suggestions. Th=
anks in advance.

=09
=09
=09

---

If you reply to this email,=
your message will be added to the discussion below:

http://hec-ras-help.1091112.n5.nabble.com=
/Run-Monte-Carlo-Simulations-tp5774.html

To start a new topic under HECRAS Controller, email [email protected].=
com
To unsubscribe from HECRAS Controller, click here.
NAML

=

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[Chris G.]

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Date: Wed, 23 May 2018 09:02:45 -0500
Subject: Re: Obtain array of Station/Elevation for a cross section in RAS Controller
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To: “Anand Kulkarni [via HEC-RAS Help]”
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Hi Amanda, Unfortunately, parsing the g01 file is the only way to do this.=20=

Chris

Sent from my iPhone

> On May 23, 2018, at 12:15 AM, Anand Kulkarni [via HEC-RAS Help] wrote:
>=20
> Hi Chris,=20
> I am looking for a method obtaining any array or string of Station values a=
nd their corresponding ground elevation for a give cross-section (of a river=
/reach).=20
> I searched in the user guide of Automating HEC-RAS but could not get.=20
>=20
> Alternatively, I tried parsing the *.g01 (Geometry file) but it can compli=
cate things when we have 10 km long cross-sections.=20
>=20
> I would like to know if there is any method (or can be built) in using RAS=
controller methods.=20
>=20
> Thanks=20
> Anand K =20
>=20
> If you reply to this email, your message will be added to the discussion b=
elow:
> http://hec-ras-help.1091112.n5.nabble.com/Obtain-array-of-Station-Elevatio=
n-for-a-cross-section-in-RAS-Controller-tp5655.html
> To start a new topic under HECRAS Controller, email ml+s1091112n1184h88@n5=
.nabble.com=20
> To unsubscribe from HECRAS Controller, click here.
> NAML

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Hi Amanda, Unfortunately, parsing the g01 file is the only way to do this. 

Chris

Sent from my iPhone

On May 23, 2018, at 12:15 AM, Anand Kulkarni [via HEC-RAS Help] <[email protected]> wrote:

Hi Chris,

I am looking for a method obtaining any array or string of Station values and their corresponding ground elevation for a give cross-section (of a river/reach).

I searched in the user guide of Automating HEC-RAS but could not get.

Alternatively, I tried parsing the *.g01 (Geometry file) but it can complicate things when we have 10 km long cross-sections.

I would like to know if there is any method (or can be built) in using RAS controller methods.

Thanks

Anand K  

---

If you reply to this email, your message will be added to the discussion below:

http://hec-ras-help.1091112.n5.nabble.com/Obtain-array-of-Station-Elevation-for-a-cross-section-in-RAS-Controller-tp5655.html

To start a new topic under HECRAS Controller, email [email protected]
To unsubscribe from HECRAS Controller, click here.
NAML

–Apple-Mail-33BC90A1-6E34-4FFF-A686-38F74F7B7E0E–

[Chris G.]

All projects are different. A lot of it depends on the shape and orientation of your geometric elements. Long and narrow 2D areas will not do as well with lots of cores as a wide 2D area. Also, more cores do better with much larger numbers of cells. There’s a lot behind this and I don’t understand it all. That’s why I suggest people just try their data sets with 1 core, all available cores, and a few numbers of cores in between. Then you’ll know for sure which is best for your project.

[Chris G.]

You should bend the cross sections to follow the shape of the amphitheater. Gradually transition back to straight cross sections as you move away from the waterfall. Cross sections should always be drawn and oriented so that they are perpendicular to the direction of flow, even if the direction of flow changes over the length of the cross section.
Then use an inline structure for the waterfall.

Alternatively, you can model this with a 2D mesh and use a SA/2D Area connection for your waterfall.

[Chris G.]

Thanks for sharing!

[Chris G.]

Chris, you might be breaking new ground doing this in C #. Thanks for blazing the trail. I wish I had C# experience to help. Hopefully someone else can chime in. If you figure it out, please post here. Thanks-
Chris

[Chris G.]

I don’t believe the HRC has that capability. You might want to explore writing some scripts in ArcGIS or QGIS to accomplish those tasks.

[Chris G.]

Not quite sure what the node Is for a pumping station would be. Perhaps you can find that in the geometry text file? Updn is not applicable for pumping stations, so you can put anything there. Suggest just putting 0.

[Chris G.]

Try using Output_NodeOutput. The variable number for pumping head is 247. Q pump group is 240, and Q pump station is 244.

[Chris G.]

Why not use the Compute_CurrentPlan procedure after you make changes to the g01 file in your code? If you only want to preprocess geometry, not rerun the simulation, you can always programatically change the “programs to run” in the plan input file.

[Chris G.]

Hi Anand-

I suggest using OutputDSS_GetStageFlow to get water surface elevations. Appendix A of “Breaking the HEC-RAS Code” clearly explains the arguments that go with that Function. Good luck!

Chris

[Chris G.]

TypeRASGeom is a class of variables that you have to set up. You can paste the following at the top of your module:

Type TypeNode
RiverStation As String
NodeID As Long
NodeType As String
nProf As Long
ProfName() As String
Stage() As Single
Flow() As Single
StageInitial As Double
StageAtTarget As Double
TimeInitial As String
TimeAtTarget As String
End Type

Type TypeRch
nNode As Long
Node() As TypeNode
RchName As String
RchID As Long
End Type

Type TypeRiv ‘River Type
nRch As Long
Rch() As TypeRch
RivName As String
RivID As Long
End Type

Type TypeRASGeom ‘Ras Geometry Type
nRiv As Long
Riv() As TypeRiv
End Type

[Chris G.]

Kevin-

I wish there was a document that covers some RASController coding strategies in python. More and more people are using python with the RASController, so I know it can be done.

One alternative way you might consider is to read your geometry directly from the geometry input file. Chapter 4 of the book covers this topic and Appendix B has all of the geometry input file keys

Chris

[Author]

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