Open gassc opened 1 year ago
In a NAACC Capacity calculator workflow that utilizes a hydro-corrected DEM and snaps culverts to crossing locations on hydro lines, should we:
After convo with Ben: For now, the answer is no. Even though the final location is typically snapped downstream of the actual crossing, the original locations may just be bad (e.g., bad GPS).
In a NAACC Capacity calculator workflow that utilizes a hydro-corrected DEM and snaps culverts to crossing locations on hydro lines, should we: