A Further Note on the Squibnocket Cliff Shell Heap

1941 ◽  
Vol 7 (1) ◽  
pp. 68-68 ◽  
Author(s):  
Douglas S. Byers

In the recently published paper Two Sites on Martha's Vineyard, the section devoted to the Squibnocket Cliff site included speculation as to the manner of accumulation of the midden deposit, and included a statement that of the portion of the site remaining, the most complicated in structure lay near the edge of the cliff. It was further implied that the center of the deposit had vanished into the sea, and that only the outer fringes remained.Doubtless these passages created an impression that the authors felt that there was a center of occupation on which the site grew up, perhaps not in concentric layers, for it was specified that horizontal overlapping of strata occurred, but in eccentric overlapping layers. Certainly the cross section through the site shown in our Fig. 13 suggests that the center of occupation had been in the south end of the trench, shown in the upper part of the figure.

2021 ◽  
Author(s):  
Pilar Clariana ◽  
Ruth Soto ◽  
Conxi Ayala ◽  
Aina Margalef ◽  
Antonio Casas-Sainz ◽  
...  

<p>The characterization of the basement architecture of the Pyrenean Axial Zone, backbone of the chain, is crucial to understand its geodynamic evolution and the interplay between tectonism and magmatism. In this work, a new gravity-constrained cross section was built along the Central Pyrenees, between two of the largest Pyrenean Late Variscan granitic complexes, La Maladeta and Andorra-Mont Louis granites, to infer the geometry at depth of the basement host rocks. This cross section is ca. 65 km long and extends from the Mesozoic Bóixols basin in the South to the Late Variscan Bassiès granite to the North, close to the northern end of the Axial Zone. It is based on available geological maps, previous published works and new geological field data; together with newly acquired gravimetric stations (1141), to improve the existent spatial resolution of the gravity data from the databases of the Spanish and Catalan Geological Surveys, and density values from 65 rock samples covering all different lithologies in the cross section. Thus, its geometry at depth is constrained by means of an integrated 2.5D gravity/structural/petrophysical modelling.</p><p>The La Maladeta and Andorra-Mont Louis granites appear aligned in a WNW-ESE direction and both lie within the same Alpine basement unit, the Orri thrust sheet. They are separated about 40 km by the WNW-ESE-oriented Llavorsí syncline, formed by Devonian and Silurian rocks and limited to the north and south by south vergent thrusts. This syncline is located between two large Cambro-Ordovician anticlinorium structures, the La Pallaresa and Orri massifs to the north and south respectively, formed by a monotonous alternation of shales and sandstones with some intercalations of limestones and conglomerates affected by very low to medium grade of metamorphism. Most structures show southern vergence along the cross section, and its southern part is characterized by the occurrence of Triassic evaporites, a significant detachment level decoupling deformation between the Paleozoic basement and the Mesozoic-Cenozoic cover rocks.</p><p>The observed residual anomaly along the cross section shows a relative maximum, coinciding with the southern edge of the Axial Zone (Nogueras Zone) and southern half of the Orri massif, followed to the north by a relative large minimum. This gravity minimum in the core of the Axial Zone coincides with the northern half of the Orri massif, the Llavorsí syncline and southern half of the La Pallaresa massif and must be related at depth with rocks of lower density with respect to rocks located to the North and South. Two possible solutions have been postulated to explain the presence of lower density rocks: (i) the presence of Triassic evaporites at depth as a continuation to the North of the Triassic evaporites outcropping in the Rialp window located to the South and/or (ii) the presence of buried granitic bodies equivalent to the adjacent La Maladeta and Andorra-Mont Louis granites.</p>


Author(s):  
J.F. Denny ◽  
W.W. Danforth ◽  
D.S. Foster ◽  
C.R. Sherwood

1945 ◽  
Vol 11 (1) ◽  
pp. 40-46 ◽  
Author(s):  
Willis H. Magrath

The North Benton Mound is a Hopewell site located in Mahoning County, northeastern Ohio. This mound is on the farm of Mr. John Malmsberry, near the village of North Benton. Mr. Roy Saltsman and the writer participated in the excavation of the site. The photographs and other records were made by the writer.The recent history of the mound is interesting. The grave of Judge William Smith, original owner of the mound, was placed some seven or eight feet north of the crest. It is shown in the cross section (Fig. 4). When Smith died in 1837 with the strange request that he be buried in the mound, the top was apparently cut off to make a burial platform; the removed dirt which was thrown down upon the south shoulder is represented on the projected cross section by broken hatching. The mound, situated on a high knoll, later became an even more conspicuous landmark when conifers were planted on it and grew to great size.


2017 ◽  
Vol 7 (2) ◽  
pp. 118
Author(s):  
Yudi Purwanto ◽  
Darsono Darsono ◽  
Sorja Koesuma

<p>This research is conducted using 4 lines data with 750 meters in length. Tomography resistivity with Wenner-Schlumberger configuration is used as this research methodology to take the data with <em>a </em>= 50 meters and <em>n=1, 2, 3, 4, 5, 6.</em> Resistivitymeter OYO 2119C McOHM-ELmodel is used as the instrument. Furthermore, the data is processed with two softwares; Res2Dinv ver. 3.56.22 to get 2D resistivity section and RockWork16to make 3D model of the site. The underground river’s chamber is made by hollow carbonate rocks with the resistivity of <span style="text-decoration: underline;">&gt;</span>412 Ω<em>m</em>and 117,6 Ω<em>m </em>– 412 Ω<em>m </em>for limestone’s resistivity as its capsrock. Researching to the depth of 173 meters, underground rivers are shown in the line 2 in the depth of 65 to 134 meters, 65 to 173 meters in the line 3, and in the cross section of line 3 and line 4. While in the first trajectory, another chamber is found within the depth of 12.5 to 40 meters. It is expected that the underground river is flowing to the south because of the chamber in third and fourth trajectory are lower than second trajectory.</p>


Author(s):  
V. Mizuhira ◽  
Y. Futaesaku

Previously we reported that tannic acid is a very effective fixative for proteins including polypeptides. Especially, in the cross section of microtubules, thirteen submits in A-tubule and eleven in B-tubule could be observed very clearly. An elastic fiber could be demonstrated very clearly, as an electron opaque, homogeneous fiber. However, tannic acid did not penetrate into the deep portion of the tissue-block. So we tried Catechin. This shows almost the same chemical natures as that of proteins, as tannic acid. Moreover, we thought that catechin should have two active-reaction sites, one is phenol,and the other is catechole. Catechole site should react with osmium, to make Os- black. Phenol-site should react with peroxidase existing perhydroxide.


Author(s):  
Tamotsu Ohno

The energy distribution in an electron; beam from an electron gun provided with a biased Wehnelt cylinder was measured by a retarding potential analyser. All the measurements were carried out with a beam of small angular divergence (<3xl0-4 rad) to eliminate the apparent increase of energy width as pointed out by Ichinokawa.The cross section of the beam from a gun with a tungsten hairpin cathode varies as shown in Fig.1a with the bias voltage Vg. The central part of the beam was analysed. An example of the integral curve as well as the energy spectrum is shown in Fig.2. The integral width of the spectrum ΔEi varies with Vg as shown in Fig.1b The width ΔEi is smaller than the Maxwellian width near the cut-off. As |Vg| is decreased, ΔEi increases beyond the Maxwellian width, reaches a maximum and then decreases. Note that the cross section of the beam enlarges with decreasing |Vg|.


2009 ◽  
Author(s):  
Marci Culley ◽  
Holly Angelique ◽  
Courte Voorhees ◽  
Brian John Bishop ◽  
Peta Louise Dzidic ◽  
...  

The work of multilayer glass structures for central and eccentric compression and bending are considered. The substantiation of the chosen research topic is made. The description and features of laminated glass for the structures investigated, their characteristics are presented. The analysis of the results obtained when testing for compression, compression with bending, simple bending of models of columns, beams, samples of laminated glass was made. Overview of the types and nature of destruction of the models are presented, diagrams of material operation are constructed, average values of the resistance of the cross-sections of samples are obtained, the table of destructive loads is generated. The need for development of a set of rules and guidelines for the design of glass structures, including laminated glass, for bearing elements, as well as standards for testing, rules for assessing the strength, stiffness, crack resistance and methods for determining the strength of control samples is emphasized. It is established that the strength properties of glass depend on the type of applied load and vary widely, and significantly lower than the corresponding normative values of the strength of heat-strengthened glass. The effect of the connecting polymeric material and manufacturing technology of laminated glass on the strength of the structure is also shown. The experimental values of the elastic modulus are different in different directions of the cross section and in the direction perpendicular to the glass layers are two times less than along the glass layers.


1994 ◽  
Vol 4 (2) ◽  
pp. 165-191 ◽  
Author(s):  
Roger Robins

In 1822, from his Conway home in the shadow of New Hampshire's White Mountains, one Dr. Porter surveyed the nation's religious landscape and prophesied, “in half a century there will be no Pagans, Jews, Mohammedans, Unitarians or Methodists.” The prophecy proved false on all counts, but it was most glaringly false in the case of the Methodists. In less than a decade, Porter's home state became the eighth to elect a Methodist governor. Should Porter have fled south into Massachusetts to escape the rising Methodist tide, he would only have been buying time. True, the citizens of Provincetown, Massachusetts, had, in 1795, razed a Methodist meetinghouse and tarred and feathered a Methodist in effigy. By 1851, however, the Methodists boasted a swelling Cape Cod membership, a majority of the church members on Martha's Vineyard, and a governor in the Massachusetts statehouse.


CFA Digest ◽  
2008 ◽  
Vol 38 (3) ◽  
pp. 55-56
Author(s):  
Kathryn Dixon Jost

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