Table 17.   Calicantro dam: Design storm precipitations.
Topological
number
Subbasin Drainage area
(ha)
Elevation
of centroid
(m)
P100
(mm)
P10000
(mm)
Ppsh
(mm)
Pesh
(mm)
Pfbh
(mm)
1 Quebrada Calicantro 0 1445.6 600 176.0 348.3 176 221 348
10101 Quebrada Calicantro 1 1492.3 200 207.0 453.0 207 271 453