Variables | Manholes | VC Pipe | PVC | Relative Age of Pipe | WT High | lateral issues | Flow/Manhole | Flow (gpm)/1000 ft of pipe |
Manholes | 1.000 | −0.046 | 0.079 | 0.144 | 0.359 | 0.415 | −0.097 | −0.050 |
VC Pipe | −0.046 | 1.000 | −0.990 | 0.052 | 0.366 | −0.253 | −0.297 | −0.438 |
PVC | 0.079 | −0.990 | 1.000 | −0.098 | −0.298 | 0.206 | 0.327 | 0.462 |
Relative Age of Pipe | 0.144 | 0.052 | −0.098 | 1.000 | −0.014 | 0.246 | −0.278 | −0.294 |
WT High | 0.359 | 0.366 | −0.298 | −0.014 | 1.000 | 0.069 | −0.532 | −0.577 |
lateral issues | 0.415 | −0.253 | 0.206 | 0.246 | 0.069 | 1.000 | −0.023 | −0.022 |
Flow/Manhole | −0.097 | −0.297 | 0.327 | −0.278 | −0.532 | −0.023 | 1.000 | 0.959 |
Flow (gpm)/1000 ft of pipe | −0.050 | −0.438 | 0.462 | −0.294 | −0.577 | −0.022 | 0.959 | 1.000 |