Table T4. Summary of 260 fluid hammer operations, Sites 1180 and 1181 (Rota-1).

Hole/test
Latitude
Longitude
Water depth (m)
Operation
(min)
Flow
rate
(spm)
Penetration
depth
(m)
Material
Lost
circulation
Rotation
Heave
(m)
Hammer/bit
ROP
(m/hr)
Deck test

NA 5 20-40 NA NA NA No <0.6 260 FH/DCUR NA
Flow test

2150 5 20-40 NA NA NA No <0.6 260 FH/DCUR NA
1180A 14°19.25ŽN 144°48.00ŽE 2157 15 20-40 3 Volcanic ash No No <0.6 260 FH/DCUR NA
1180B 14°19.25ŽN 144°48.00ŽE 2157 15 20-40 9 Volcanic ash Yes No <0.6 260 FH/DCUR NA
1180C 14°18.51ŽN 144°44.84ŽE 2132 10 20-40 2.5 Volcanic ash; rubble Yes No <0.6 260 FH/DCUR NA
1181A 14°19.26ŽN 144°48.00ŽE 995 5 20-40 2.5 Volcanic ash; rubble Yes No <0.6 260 FH/DCUR NA
1181B 14°19.26ŽN 144°48.00ŽE 981 5 20-40 3 Volcanic ash; rubble Yes No <0.6 260 FH/DCUR NA
1181C 14°19.26ŽN 144°48.00ŽE 970 10 20-40 3 Volcanic ash; rubble Yes No <0.6 260 FH/DCUR NA

Notes: ROP = rate of penetration. spm = strokes per minute (~5 U.S. gal/stroke [i.e., 20 strokes equals 100 U.S. gal/min.]) NA = not applicable. DCUR = dual cam underreamer bit, FCUB = flat-face underreamer bit. Only 40% of the optimum flow rate through the hammer allows the hammer to jet into the seafloor while being observed by the VIT. The hammer fired only a few times because sufficient material strength to close the hammer to initiate operation was not present. Only the hammer and underreamer bits were being used, no casing installation was attempted.