(Table 1) Summary of basalt unit thickness, vesicularity, number of flow units, and average porosity at ODP Site 135-839

An inflatable drill-string packer was used at Site 839 to measure the bulk in-situ permeability within basalts cored in Hole 839B. The packer was inflated at two depths, 398.2 and 326.9 mbsf; all on-board information indicated that the packer mechanically closed off the borehole, although apparently the packer hydraulically sealed the borehole only at 398.2 mbsf. Two pulse tests were run at each depth, two constant-rate injection tests were run at the first set, and four were run at the second. Of these, only the constant-rate injection tests at the first set yielded a permeability, calculated as ranging from 1 to 5 * 10**-12 m**2. Pulse tests and constant-rate injection tests for the second set did not yield valid data. The measured permeability is an upper limit; if the packer leaked during the experiments, the basalt would be less permeable. In comparison, permeabilities measured at other Deep Sea Drilling Project and Ocean Drilling Program sites in pillow basalts and flows similar to those measured in Hole 839B are mainly about 10**-13 to 10**-14 m**2. Thus, if our results are valid, the basalts at Site 839 are more permeable than ocean-floor basalts investigated elsewhere. Based on other supporting evidence, we consider these results to be a valid measure of the permeability of the basalts. Temperature data and the geochemical and geotechnical properties of the drilled sediments all indicate that the site is strongly affected by fluid flow. The heat flow is very much less than expected in young oceanic basalts, probably a result of rapid fluid circulation through the crust. The geochemistry of pore fluids is similar to that of seawater, indicating seawater flow through the sediments, and sediments are uniformly underconsolidated for their burial depth, again indicating probable fluid flow. The basalts are highly vesicular. However, the vesicularity can only account for part of the average porosity measured on the neutron porosity well log; the remainder of the measured porosity is likely present as voids and fractures within and between thin-bedded basalts. Core samples, together with porosity, density, and resistivity well-log data show locations where the basalt section is thin bedded and probably has from 15% to 35% void and fracture porosity. Thus, the measured permeability seems reasonable with respect to the high measured porosity. Much of the fluid flow at Site 839 could be directed through highly porous and permeable zones within and between the basalt flows and in the sediment layer just above the basalt. Thus, the permeability measurements give an indication of where and how fluid flow may occur within the oceanic crust of the Lau Basin.

(Table 1) Sedimentary thicknesses, lithologies, ages, and interpreted paleowater depths for ODP Sites 135-840 and 135-841

The sedimentary succession drilled at Sites 840 and 841 on the Tonga forearc allows the sedimentary evolution of the active margin to be reconstructed since shortly after the initiation of subduction during the mid Eocene. Sedimentation has been dominated by submarine fan deposits, principally volcaniclastic turbidites and mass-flows derived from the volcanic arc. Volcaniclastic sedimentation occurred against a background of pelagic nannofossil sedimentation. A number of upward-fining cycles are recognized and are correlated to regional tectonic events, such as the rifting of the Lau Basin at 5.6 Ma. Episodes of sedimentation dating from 16.0 and 10.0 Ma also correlate well with major falls in eustatic sea level and may be at least partially caused by the resulting enhanced erosion of the arc edifice. The early stages of rifting of the Lau Basin are marked by the formation of a brief hiatus at Site 840 (Horizon A), probably a result of the uplift of the Tonga Platform. Controversy exists as to the degree and timing of the uplift of Site 840 before Lau Basin rifting, with estimates ranging from 2500 to 300 m. Structural information favors a lower value. Breakup of the Tonga Arc during rifting resulted in deposition of dacite-dominated, volcaniclastic mass flows, probably reflecting a maximum in arc volcanism at this time. A pelagic interval at Site 840 suggests that no volcanic arc was present adjacent to the Tonga Platform from 5.0 to 3.0 Ma. This represents the time between separation of the Lau Ridge from the Tonga Platform and the start of activity on the Tofua Arc at 3.0 Ma. The sedimentary successions at both sites provide a record of the arc volcanism despite the reworked nature of the deposits. Probe analyses of volcanic glass grains from Site 840 indicate a consistent low-K tholeiite chemistry from 7.0 Ma to the present, possibly reflecting sediment sourcing from a single volcanic center over long periods of time. Trace and rare-earth-element (REE) analyses of basaltic glass grains indicate that thinning of the arc lithosphere had begun by 7.0 Ma and was the principle cause of a progressive depletion of the high-field-strength (HFSE), REE, and large-ion-lithophile (LILE) elements within the arc magmas before rifting. Magmatic underplating of the Tofua Arc has reversed this trend since that time. Increasing fluid flux from the subducting slab since basin rifting has caused a progressive enrichment in LILEs. Subduction erosion of the underside of the forearc lithosphere has caused continuous subsidence and tilting toward the trench since 37.0 Ma. Enhanced subsidence occurred during rifting of the South Fiji and Lau basins. Collision of the Louisville Ridge with the trench has caused no change in the nature of the sedimentation, but it may have been responsible for up to 300 m of uplift at Site 840.

A history of the literature of Ancient Israel : from the earliest times to 135 B.C. /

Mode of access: Internet.

Regulatory review program : parts 1, 27, 29, 33, 43, 45, 61, 91, 121, 127, 133, and 135.

"Rotorcraft review."

Reauthorization of the Anadromous fish conservation act [microform] : hearings before the Subcommittee on Resource Protection of the Committee on Environment and Public Works, United States Senate, Ninety-sixth Congress, first session, on S. 838 ... March 5, 1979, Washington, D.C., April 9, 1979, Warwick, R.I.

Reuse of record except for individual research requires license from Congressional Information Service, Inc.

The landing of the pilgrims. [music] : a cantata for mixed voices, op. 135 /

Duration: ca. 15 min.

Operator, organizational, field, and depot maintenance manual : welding set, arc, inert gas shielded, plastic or metal lined gun, for 3/64 in. wire, DC, 115V (Westinghouse model SA-135), FSN 3431-879-9709.

"August 1962."

Organizational maintenance repair parts and special tools list : welding set, arc, inert gas shielded, plastic or metal lined gun, for 3/64 in. wire, DC, 115V (Westinghouse model SA-135), FSN 3431-879-9709.

Includes index.

Organizational, direct support and general support maintenance repair parts and special tools lists (including depot maintenance repair parts and special tools lists) : heater, hot oil, trailer mounted, electric motor driven, 2,100,000 BTU/HR output NSN 3895-00-838-9180, Hopkins model 200STM.

Includes index.

Operator, organizational, direct support, general support, and depot maintenance manual : heater, hot oil, trailer mounted, electric motor driven, 2,100,000 Btu/hr output (Hopkins model 200STM), FSN 3895-838-9180.

"November 1968."

Direct support and general support maintenance repair parts and special tools list for telephone set, TA-838/TT (NSN 8505-00-124-8676) and TA-838A/TT (NSN 5805-01-125-5976).

Includes index.

Operator's, organizational, direct support, and general support maintenance manual : telephone terminal sets AN/TCC-73(V)1, (NSN 5805-00-134-5405), AN/TCC-73(V)2, (NSN 5805-00-134-5404), AN/TCC-73A(V)1, (NSN 5805-01-102-0185) and AN/TCC-73A(V)2, (NSN 5805-01-135-7070) in shelter, electrical equipment S-419B/TCC-73(V), (NSN 5410-01-098-2393).

"29 April 1983."

Hand receipt covering contents of Components of End Item (COEI), Basic Issue Items (BII), and Additional Authorization List (AAL) for telephone terminal sets AN/TCC-73(V)1, (NSN 5805-00-135-5405) ... and AN/TCC-73A(V)2, (NSN 5805-01-135-7070) in shelter, electrical equipment S-419B/TCC-73(V), (NSN 5410-01-098-2393).

"21 September 1983."