Looking for advice on the best hot spot tool parameters to use for analyzing water main breaks. I export break data from our AMS, and then dissolve the table on our unique Id for our waterlines, so I get 1 row for each line segment, with a column that has a sum value of breaks. I then join that to the waterlines.
From there I use either the lines, or a point feature created from line centroids for visualization.
I've used the hot spot tools a little bit over the years but to be honest how they actually work is a mystery to me . Specifically in regards to what spatial relationship method would make the most sense for looking at water main breaks.
the thing about looking at break data is that the breaks on one main may not have any bearing on the breaks on a main that is just the next street over. It could be that main A has a lot of breaks because its old, and main B has a lot of breaks because of the material.
Basically what I would like to do is identify problem neighborhoods, using the sum total breaks data that we have. We do this now based on the line segments, but I'd like to do something that gives us some results with more aggregation and not feel like I'm just winging it so much.
Anyone in the water utilities biz have any advice? Thanks.