Hello Marco,
Itzï (www.itzi.org) is built upon GRASS and employs a partial inertia
simplification of the Saint-Venant equations.
It is certainly not as hydraulically accurate as the finite-volume
approach of ANUGA, but it gives quite good results as a flood model,
and is likely to be much faster.
Dear List,
I solved the issue (defining a fuzzy watershed boundary based on cells that
contribute partial flow to the catchment outlet) by using TauDEM. That
software provides an Upslope Dependency product that is the fractional
contribution of each upslope cell:
Reading the subject and agreeing with Thomas about the limitations of
r.watershed, I wonder if there is any effort to port any of the models
based on the shallow water wave equations to grass. I recently read about
the anuga project https://anuga.anu.edu.au/wiki and it would be nice to use
it with
On 01/09/17 09:50, Ken Mankoff wrote:
Dear Moritz,
Yes, the three day estimate is from the first hour of this command:
seq 14000 | parallel --bar r.watershed elevation=DEM.fixed
flow=runoff.{#} accumulation=acc.{#}
Have you checked memory usage. Setting memory= to something higher than
the
Dear Moritz,
Yes, the three day estimate is from the first hour of this command:
seq 14000 | parallel --bar r.watershed elevation=DEM.fixed flow=runoff.{#}
accumulation=acc.{#}
I have a 4-core laptop.
-k.
___
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Le 1 septembre 2017 09:33:52 GMT+02:00, Moritz Lennert
a écrit :
>On 01/09/17 06:41, Ken Mankoff wrote:
>> Hi Micha,
>>
>> We are getting closer to the issue. Unfortunately I'm also becoming
>more
>> certain the limitation is real and in GRASS and not my mental
On 01/09/17 06:41, Ken Mankoff wrote:
Hi Micha,
We are getting closer to the issue. Unfortunately I'm also becoming more
certain the limitation is real and in GRASS and not my mental model. If
this email does not clarify it, I will draw a picture which may help.
On 01 Sep 2017, at 00:08,
Hi Micha,
We are getting closer to the issue. Unfortunately I'm also becoming more
certain the limitation is real and in GRASS and not my mental model. If this
email does not clarify it, I will draw a picture which may help.
> On 01 Sep 2017, at 00:08, Micha Silver wrote:
Hi Tom,
You sound like my friend reviewer #2. :)
But seriously, I thank you for thinking critically about what I'm trying to do.
However, the inputs I have come from a couples land/ice/snow/atmosphere
regional climate model with rain, snowfall, eval, condensations, storage in
snow and land,
On 08/31/2017 11:03 PM, Ken Mankoff
wrote:
Hi Micha,
I understand what you wrote (I think). I get that the basin
product from r.watershed does not change with SFD or MFD. I
think this is because the flow
Ken,
That would be a gross misapplication of r.watershed and, I'm afraid, is
just bad science; I just don't know how to be more clear on that...
Tom
On Thu, Aug 31, 2017 at 3:52 PM, Ken Mankoff wrote:
> Hi Tom,
>
> What if we are assuming instantaneous flow and no storage
Hi Micha,
I understand what you wrote (I think). I get that the basin product from
r.watershed does not change with SFD or MFD. I think this is because the flow
direction raster from r.watershed only provides the primary flow direction.
But the accumulation map doesn't know about boundaries or
Hi Tom,
What if we are assuming instantaneous flow and no storage and all of the input
flow variable leaves the system. Then is r.watershed usable to calculate
accumulation?
-k.
Please excuse brevity. Sent from pocket computer with tiny non-haptic feedback
keyboard.
> On 31 Aug 2017, at
The r.water.outlet module takes as input a flow direction raster
that needs to be created first by r.watershed. So the SFD/MFD
question is irrelevant at this stage. When you first ran r.watershed
you chose which method to use for determining flow direction for
each
Ken,
You wrote:
'If I give r.watershed a precip map as input (flow parameter), doesn't it
route that water down the DEM? And if I know the x,y coordinate of a point
in a stream, doesn't the accumulation at that point represent all of the
up-basin precip that is routed past that point?'
ANSWER:
Yes. This! What you wrote.
But the issue is that r.water.outlet make basins based on SFD, right? What if
there are 10,000 cells that feed into cell C at x,y, and then cell C feeds 49%
(based on MFD) into the basin. These 10,000 cells are not included in the
r.water.outlet basin, are they?
Micha,
I was thinking the same... but the ultimate result wanted is still unclear;
hope you are well!
Tom
On Thu, Aug 31, 2017 at 2:51 PM Micha Silver wrote:
> I'm also not clear what you are asking. But risking a guess:
> You could run r.water.outlet *1 time* to get the
I'm also not clear what you are asking. But risking a guess:
You could run r.water.outlet *1 time* to get the basin. Then use
that raster as a MASK, so that the next process will address only
the pixels within the basin. Now do a loop with r.univar on all
14,000 flow
Ken,
You "want 14,000 values" of what?? Your original email stated you were
"trying to determine flow past a drainage basin outlet" -- r.watershed does
NOT do this, if indeed this is what you want. And you say you have "14,000
flow rasters to be used as input" -- what exactly are these 'flow
Hi Tom,
I have 1 DEM and 14,000 flow rasters to be used as input. I want 14,000 values,
one at a specific coordinate from each acc output.
I can do this by running r.watershed 14,000 times. That is slow, unless I'm
missing something (e.g. It works with I.group variables or Time Series data
Ken,
I'm confused about what you are trying to do with r.watershed, because the
output from the module is:
accumulation=name
Name for output accumulation raster map
Number of cells that drain through each cell
tci=name
Name for output topographic index ln(a / tan(b)) map
spi=name
Stream power
Hi List,
I'm trying to determine flow past a drainage basin outlet. The complicating
factor is that I need to do this each day for 40 years. If I do
"r.watershed" ~14,000 times I'll get the results, but it will take 3 days.
It seems that r.watershed is likely calculating many things each time
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