@Nagesh: I strongly endorse Dilip's warning. And I would add another
question: One needs to be clear what one is trying to find out (question
comes before tool) and whether the answer is already approximately known
before hitting it with a tool that has all the limitations Dilip mentions.
So
I would add that if anyone anywhere is even thinking of interpolating
ground levels then it is the biggest Blunder that can be done.
Unfortunately these days of software we have distanced ourselves from
ground realities and fundamentals and even such ideas are offered as
innovation/smartness
HI,
I do not know your project nor whom you are working for.
However I have worked professionally as a consultant On Many Water Supply,
a few Sewerage projects and to a lesser extent on Stormwater projects. I
also had my own water supply network software (before commercial software
were
Having some experience with Urban Hydrology, (as well as having worked on
BISON for BWWSB) here is what I can tell you.
1) For most purposes, running a Simple trace on the Sewage Network by
itself is usually more than enough. In most cases, the STP has more
capacity than the capacity of the
Hi
I would like help from users or QGIS (or ArcGIS) in analyzing the sewage
scenario in Bangalore.
The rough idea is as follows:
1. We have the BWSSB STP locations and their capacity.
2. We have the rain precipitation figures
3. By analyzing the terrain (e.g. Digital Elevation Model from
