International geographical union commission on the coastal environment

The International Geographical Union Reports

International geographical union commission on the coastal environmentNewsletter No. 26 — Editor: Norbert P. Rusty — (abridged by GeoJournal)     

Biological changes — Anak Krakatau

Editorial

Biological changes — Anak Krakatau     

IGU Commission on Marine Geography — CMG

The International Geographical Union Reports

IGU Commission on Marine Geography — CMG     

Hydrology in the Humid Tropic environment first circular — call for papers international symposium

Reports

Hydrology in the Humid Tropic environment first circular — call for papers international symposium     

Stream-scanning laser system, electric sensing counter and settling grain size analysis: a comparison using reference materials and marine sediments

Surface and deep-sea core sediments and two sets of standards were measured by three different techniques — Galai Cis-1 laser system, Coulter Counter TA II, and Micromeritics SediGraph 5000D — in order to compare the Galai results with the other two. The differences between the three types of measuring device turned out to be greater in sediments than in standards, and were attributed to the physical properties, shape, density and composition of the particles (complexity of the matrix). Comparison of moment statistics showed that the Galai determines coarser grain sizes than the Coulter and finer than the SediGraph, particularly as regards analysis of surface sediments. The relationships between Galai and SediGraph were estimated using analysis of variation/residuals within individual intervals. The analysis showed a higher variability of residuals for the coarser fractions (8–16 μm and 16–32 μm) with respect to the finer (2–4 μm and 4–8 μm) fractions. The <2 μm SediGraph fraction, with a cut-off at 0.49 μm, showed good correspondence with the <2.5 μm Galai analysis.     

A new model for geosynthetic reinforced soil

It is common to use geosynthetics to reinforce soft-soils or peat with a view to improve their load — settlement response. A new foundation model element — the rough membrane, is proposed to represent the response of the geofabric. Combining this element with Winkler springs and Pasternak shear layers to model respectively the soft soil and the granular fills, a new foundation model is presented for the geosynthetic — granular fill — soft soil system. Analysis of results at small displacement indicates the effect of granular fill to be more and significant than that of the membrane thus confirming large scale model test results of Jarrett and results based on F.E.M. (Boutrup and Holtz). The effect of the membrane increases with the load or decreasing soil stiffness.     

Intergrowth and twinning in opal-CT lepispheres

Under conditions of unobstructed diagenetic growth, opal-CT usually forms spherical aggregates, so-called lepispheres. From a scanning electron microscope study of deep-sea porcelanites, the development of these structures is described, from isolated opal-CT platelets via complete lepispheres to large coalescent aggregates. The conspicuous symmetric ultrastructure of lepispheres—reflected by the constancy of angles between interpenetrating crystal blades—is crystallographically determined: The lepispheres consist of groups of opal-CT blades intergrown according to the (30–34) and (10–16) twinning laws of tridymite. The same rules of intergrowth can be applied to the morphology of hydrothermally synthesized opal-CT lepispheres.     

Recent discussion about the North-South bias of the major rift-valleys

The formation of the major rift-valleys is proposed to have been triggered off by the E—W oriented tensional “wave” caused by the slow rotation of the equatorial bulge passing as a stretching hoop through the Earth (Paleozoic—Mesozoic). This ‘wave’ follows the wandering of the polar axis through a great circle (e.g. Creer et al., 1969). The polar wandering is regarded as the readjustment of the Earth's rotational instability caused by the growth of a “weight” fixed on the surface of the Earth and endeavouring to increase its moment of inertia until the weight rotates on the new equator (Gold, 1950). This weight, which must topple the Earth through its fixed spacial axis of rotation, may be slowly developing Pangea. The “wave” of E—W tension is imposed on zones already under E—W tension, e.g., crests of N—S running welts, alias “craton ridges”. The intruding asthenosphere expands the crests and fractures them along tensional rift-valleys. These rifts may develop as spreading centers by gliding of the plates over a lubricating basalt magma.

The idea proposed by R. Schweickert (pers. commun., 1979) that the lithosphere is decoupled from the asthenosphere to an extent that the shell may rotate as a separate unit (as a means to explain how fixed plumes move in unison under the “roll” of the lithosphere) is dismissed. The subducted slabs act as braking flaps and cannot overcome the friction against the asthenosphere. The “roll” would be too young (50 m.y.), because the polar wandering according to Creer is much older.     

A contribution to the migration of gold in the biosphere of the humid mild zone

The content of gold in plants has been used as an indicator in the prospecting for gold. For this purpose non-destructive analytical methods have been developed. In the humid mild zone — where the process of weathering is of a kaolinitic character — there is practically no migration of gold, and consequently its increased content indicates the presence of a gold deposit.     

Sedimente und Mikrofaunen im Bereich der Grenzschwelle Zweier Ozeanischer Räume,Dargestellt an Einem Schnitt Über den Island-Färöer-Rücken (Nordatlantischer Ozean Rosengarten — Europäisches Nordmeer)

Zusammenfassung Der Begriff der Grenzschwellen ozeanischer Räume wird definiert und zunächst ihre Bedeutung für die Ausbildung der Beckenfazies dargelegt. Anschließend wird an Hand eines Schnittes über die Färöer-Island-Schwelle gezeigt, daß unter bestimmten hydrographischen Bedingungen auch die Faziesverhältnisse in Schwellenbereichen durch den durch die Dichteunterschiede bedingten Wasseraustausch zwischen zwei ozeanischen Räumen nachhaltig beeinflußt werden können. Es ergibt sich, daß sogar in Wassertiefen von 2000 m und mehr — lediglich als Folge von Überströmungsvorgängen — die Möglichkeit zur Bildung von sandigen Ablagerungen gegeben ist. Nicht jeder Sand des tiefen Wassers braucht demnach durch turbidity currents zu seinem Absatzort verfrachtet zu sein.Der mikrofaunistische Inhalt der Sedimente wird angegeben und in Verbindung mit den hydrographischen Verhältnissen — insbesondere den Temperatur-schwankungen im Grenzbereich zwischen dem kalten subarktischen und dem warmen nordatlantischen Wasser — betrachtet.     

A study of the chemistry of pore fluids and authigenic carbonates in methane seep environments: Kodiak Trench, Hydrate Ridge, Monterey Bay, and Eel River Basin

Analyses of the chemical and isotopic composition of carbonates rocks recovered from methane seepage areas of the Kodiak Trench, Hydrate Ridge, Monterey Bay Clam Flats, and the Eel River Basin, coupled with the studies of the chemistry of the pore fluids, have shown that these carbonates have grown within the sediment column. Geochemical profiles of pore fluids show that, in deep water seeps (Kodiak Trench—4450 m; Monterey Bay—1000 m; Hydrate Ridge—650 m), δ¹³C (DIC) values are low (isotopically light), whereas in the Eel River area ( 350–500 m), δ¹³C (DIC) values are much higher (isotopically heavier). In all cases, the δ¹³C values indicate that processes of methane oxidation, associated with sulfate reduction, are dominant in the shallow sediments. Data on the isotopic composition of authigenic carbonates found at sites in Kodiak Trench, Eel River Basin South, and Eel River Basin North indicate a variable composition and origin in different geochemical environments. Some of the authigenic carbonates from the study sites show a trend in their δ¹³C values similar to those of the pore fluids obtained in their vicinity, suggesting formation at relatively shallow depths, but others indicate formation at greater sediment depths. The latter usually consist of high magnesium calcite or dolomite, which, from their high values of δ¹³C (up to 23‰;) and δ¹⁸O (up to 7.5‰), suggest formation in the deeper horizons of the sediments, in the zone of methanogenesis. These observations are in agreement with observations by other workers at Hydrate Ridge, in Monterey Bay, and in the Eel River Basin.     

Petrogenesis of picritic mare magmas: Constraints on the extent of early lunar differentiation

Calculations of isobaric batch, polybaric batch, and polybaric fractional melting have been carried out on a variety of proposed lunar and terrestrial source region compositions. Results show that magmas with a generally tholeiitic character—plagioclase and high-Ca pyroxene crystallize before low-Ca pyroxene reflecting relatively high Al₂O₃ concentrations (>12 wt%)—are the inevitable consequence of anhydrous partial melting of source regions composed primarily of olivine and two pyroxenes with an aluminous phase on the solidus. Low-Al₂O₃ magmas (<10 wt%), as typified by the green picritic glasses in the lunar maria require deep (700–1000 km), low-Al₂O₃ source regions without an aluminous phase. The difference between primitive and depleted mantle beneath mid-ocean ridges amounts to less than 0.1 wt% Al₂O₃, whereas formation of the green glass source region requires a net loss of between 1.5 and 2.5 wt% Al₂O₃. Basalt extraction cannot account for fractionations of this magnitude. Accumulation of olivine and pyroxene at the base of a crystallizing magma ocean is, however, an effective method for producing the necessary Al₂O₃ depletions. Both olivine-rich and pyroxene-rich source regions can produce the picritic magmas, but mixing calculations show that both types of source region are likely to be hybrids consisting of an early- to intermediate-stage cumulate (olivine plus enstatite) and a later stage cumulate assemblage. Mass balance calculations show that refractory element-enriched bulk Moon compositions contain too much Al₂O₃ to allow for the deep low-Al₂O₃ source regions even after extraction of an Al₂O₃-rich (26–30 wt%) crust between 50 and 70 km thick.     

Water development for phosphate mining in a karst setting in Florida—a complex environmental problem

The State of Florida, U.S.A., passed legislation in the early 1970s and developed regulations applied to large withdrawals of groundwater. These regulations require strict adherence to defining the impact on surface water, shallow Surficial Aquifers, and the deeper aquifers within the Floridan Aquifer System. These regulations require the development of a Regional Impact Statement and a Consumptive Use Permit. To meet these requirements it is necessary to perform surface- and groundwater studies, extensive pumping tests and the collection of detailed monitoring and water quality data. These permits fall under the jurisdiction of the Florida Department of Environmental Regulations and are administrated under Regional Water Management districts, such as the Southwest Florida Management District. These regional district offices have a regulatory hearing board, hold public hearings that are properly advertized, and have support staffs of geologists, engineers, chemists, and biologists.The Florida Code involved required that, The water crop, in the absence of data to the contrary, is 1,000 gallons per day per acre. A 5—3—1 Criteria also applies that requires that a determination be made to show that there will not be more than a 5 foot average decline in water level in the Floridan Aquifer at the boundary of a property to be developed, not more than a 3-foot decline in the Surficial Aquifer at the boundary, and no more than a 1-foot decline in the nearest water body (pond, lake, etc.). In addition, surface-water flow in streams of the area must not be decreased more than 5 percent unless a variance to the rule is obtained.     

High-resolution methane profiles across anoxic brine–seawater boundaries in the Atlantis-II, Discovery, and Kebrit Deeps (Red Sea)

A decrease in temperature (ΔT up to 45.5 °C) and chloride concentration (ΔCl up to 4.65 mol/l) characterises the brine–seawater boundary in the Atlantis-II, Discovery, and Kebrit Deeps of the Red Sea, where redox conditions change from anoxic to oxic over a boundary layer several meters thick. High-resolution (100 cm) profiles of the methane concentration, stable carbon isotope ratio of methane, and redox-sensitive tracers (O₂, Mn⁴⁺/Mn²⁺, Fe³⁺/Fe²⁺, and SO₄²⁻) were measured across the brine–seawater boundary layer to investigate methane fluxes and secondary methane oxidation processes.

Substantial amounts of thermogenic hydrocarbons are found in the deep brines (mostly methane, with a maximum concentration up to 4.8×10⁵ nmol/l), and steep methane concentration gradients mainly controlled by diffusive flow characterize the brine–seawater boundary (maximum of 2×10⁵ nmol/l/m in Kebrit Deep). However, locally the actual methane concentration profiles deviate from theoretical diffusion-controlled concentration profiles and extremely positive δ¹³C–CH₄ values can be found (up to +49‰ PDB in the Discovery Deep). Both, the actual CH₄ concentration profiles and the carbon-13 enrichment in the residual CH₄ of the Atlantis-II and Discovery Deeps indicate consumption (oxidation) of ¹²C-rich CH₄ under suboxic conditions (probably utilizing readily available—up to 2000 μmol/l—Mn(IV)-oxihydroxides as electron acceptor). Thus, a combined diffusion–oxidation model was used to calculate methane fluxes of 0.3–393 kg/year across the brine–seawater boundary layer. Assuming steady-state conditions, this slow loss of methane from the brines into the Red Sea bottom water reflects a low thermogenic hydrocarbon input into the deep brines.     

A new engineering-geological rock durability classification

The construction of the 5.3-m diameter, 82-km long Orange—Fish Tunnel in the Republic of South Africa, in sensibly horizontal beds of mudrocks, siltstones and sandstones of the Karoo Supergroup (Upper Carboniferous to Triassic age), revealed the paramount importance of rock durability. The presence of non-durable rock types was found to be one of the causes of the rock distress problems encountered in some tunnel sections during construction.

Geomechanical tests conducted on representative samples of potentially difficult rock types from the Orange—Fish Tunnel, indicated important limitations of international rock material classifications, such as the Deere—Miller Modulus—Strength and the Deere—Gamble Durability—Plasticity systems. The inadequacy of these classifications in the case of the Karoo sedimentary rocks, underlined the need for a new rock durability classification which could be used for the timely indication of the presence of non-durable rock material sections at tunnel level.

An account is given of the lithology, mineralogy and the postulated weathering mechanics of the Karoo rocks encountered, as well as the application of these parameters to the numerical methods used for the quantitative assessment of rock durability. It is considered that a reliable appraisal of this time-dependent parameter can be provided by the measurement of the strength and free swelling properties of the intact rock material.

A new rock durability classification, styled the Geodurability Classification, is discussed. This empirical system appears to be practical and simple as it depends on the minimum number of index rock properties, which can be measured fairly rapidly in a field laboratory by means of simple test apparatus and semi-skilled labour. It is based on different ranges of ratios of the uniaxial compressive strength, σ_c, and the “Duncan” free swelling coefficient, ε_D, as index parameters. The intact rock material is classified according to a rating system which varies from “excellent” (Class A) to “very poor” (Class F).

The extensive use of the Geodurability Classification indicated such a system to be particularly relevant to compacted and weakly cemented rocks, where the tendency of the rock material to deteriorate with time (and not the presence of rock discontinuities such as joints and bedding planes) dominates the time-dependent behaviour of tunnel rock masses.     

Metamorphism of the Izu-Tanzawa collision zone

The difference in pressure condition of progressive metamorphism established by Schreinemakers' analysis of mineral assemblages in metabasalts makes it possible for the low grade metamorphism of the Izu-Tanzawa-Fujigawadani collision zone to be divided into three types. Type I is characterized by prehnite + epidote + hematite, suggesting the lowest pressure type; whereas type II is defined by prehnite + epidote + actinolite—the intermediate pressure type, and finally the distinctive assemblage of type III is pumpellyite + epidote + actinolite—the higher pressure type. The pressure conditions estimated are about 1 kbar for type I, 1–2 kbar for type II and 2–3 kbar for type III. The metamorphic rocks of type III occur in the southwestern part of the Tanzawa Mountains, and the metamorphic rocks of type I occur in the central Izu Peninsula and the northeast Tanzawa Mountains. Therefore, the upward displacement of the accretion mass due to collision deformation is most significant at the southwest Tanzawa Mountains. This suggests that the accretion of the Tanzawa and Izu blocks is accompanied with large-scale tilting of the mass.     

Topical problems of gold metallogeny

Siberian geologists in general and Academician V.A. Kuznetsov in particular made a considerable contribution to metallogeny. To follow them, we consider regularities of location and formation of gold deposits. Analysis of topical problems of gold metallogeny reflects general problems of state-of-the-art metallogeny. The analysis is based on concepts of geologic-genetic types of gold deposits and metallogenic specialization of geodynamic-geotectonic regimes and settings. The types of endogenic-polygenic gold ore and gold-bearing deposits restricted to certain settings — among which, in addition to traditional ones, intracratonic basins have been established — are characterized by depressions and heterochronous areas of rift and plume tectonomagmatic activity.     

New seismic images of the crust in the central Trans-Hudson Orogen of Saskatchewan

A reprocessing program to enhance the correlation between the surface geology and the seismic data has been completed for seismic line 9 (eastern 100 km) and line 10 in the central region of the Trans-Hudson Orogen of Saskatchewan, Canada. The new seismic images through lateral continuity of reflectivity provide sufficient detail to resolve the discrepancy between the low-dipping, layer-parallel and dextral-reverse nature of the Sturgeon-Weir shear zone (line 9) observed in the field and its steeply dipping (apparent) normal displacement character interpreted on the basis of the initial processing. Furthermore, the new interpretation provides a strong confirmation of the role of Pelican Thrust as a major detachment zone — the main `sole thrust' — along which juvenile allochthons have been carried across the Archaean microcontinental block. The images are also refined enough to suggest: (a) a boundary within the Pelican Thrust between its internal and external suites; (b) a possible boundary separating a lower (older?) Archaean basement from its upper (younger?) counterpart; and (c) sub-Moho events (M2) which reveal possible involvement of the upper mantle in the collisional tectonic process in addition to the well defined Moho (M1) which probably represents the youngest of the post-collisional detachments.     

The role of synmetamorphic igneous rocks in the metamorphism and partial melting of metasediments,Northwest Adirondacks

Field and petrologic studies along the Adirondack Lowlands — Highlands boundary near Harrisville, NY, indicate that heat from the synmetamorphic intrusion of the Diana syenite complex (intrusion temperature of 1,050° C) played a major role in the local metamorphic thermal regime and was responsible for extensive partial melting of adjacent metasedimentary units (Major Paragneiss of Engel and Engel). Metamorphic temperatures inferred from two — feldspar and spinel — quartz assemblages decrease from 850–950° C along the Diana — metasediment contact to 650–700° C, 2–3 km away from the contact. Metamorphic pressures are 7±0.5 kb as determined from coexisting plagioclase — garnet — sillimanite — quartz, kyanite — sillimanite, and garnet — rutile — ilmenite — sillimanite — quartz (GRAIL). In the paragneiss, migmatites consisting of quartz — microcline perthite — sodic plagioclase leucosomes are generally concordant with the melanosome consisting of biotite — sillimanite — garnet — spinel — plagioclase ±corundum±cordierite. Qualitatively the amount of partial melt and occurrences of corundum-bearing assemblages decrease away from the Diana contact. Activity of H₂O inferred from coexisting biotite — sillimanite — quartz — garnet — K-feldspar ranges from 0.01 to 0.17 and is five to ten times lower in corundum-bearing rocks.Melting proceeded via vapor-absent reactions involving biotite in response to localized heating by synmetamorphic intrusion of magma. This unusually preserved, synmetamorphic contact aureole in a regional granulite terrane supports the concept that granulites owe their origin to magma intrusion and/or the ponding of magmas at the base of the crust.     

Creep behaviour of frozen soils in uniaxial compression tests

The stress—strain behaviour of frozen soils is often described by means of creep curves from uniaxial or triaxial creep tests. Ten or twelve tests of similar samples are required to obtain a good relationship between stress σ, strain ε, temperature T and time t or strain rate ε. To reduce the required number of samples it is possible to apply the compression load in creep tests stepwise. Therefore creep curves for different stress levels can be obtained from one sample.

In this paper the bearing capacity of cylindrical samples of frozen medium sand under constant uniaxial compression stress and under stepwise increased stresses is compared. It is shown how to use these different creep curves to describe the stress—strain behaviour of frozen soils.