scholarly journals The central dome of Abdeen mosque (Al FatehAl-Malaki)

2019 ◽  
Vol 16 (2) ◽  
pp. 31-40
Author(s):  
Basma Siddik
Keyword(s):  
Central Dome

scholarly journals III.—Mediaeval Churches: The Churches of Western Mani

1909 ◽  
Vol 15 ◽  
pp. 177-213 ◽  
Author(s):  
Ramsay Traquair
Keyword(s):  
The West ◽  
Central Dome ◽  
The Hill ◽  
The Church

The villages of lower and upper Boularioi lie on the hill-side above the modern port of Gerolimena. Above the upper village stands the church of Hagios Strategos (Pls. XI, XII). It is in three parts, the church proper, the narthex, and a small domed porch. The church belongs to the two-columned type of the later Byzantine school, in which the central dome rests upon two columns to the west and upon the dividing walls of the eastern chapels to the east. Internally it is not very accurately or squarely built, but widens rather to the east: it measures about 16 ft. in breadth by 18 ft. long, with walls of about 2 ft. 9 in. in thickness, and terminates in the usual three eastern apses, semicircular both inside and out.

scholarly journals Evaluating the Subtalar Joint in Tibiotalocalcaneal Nail

2018 ◽  
Vol 3 (3) ◽  
pp. 2473011418S0040
Author(s):  
Megan Reilly ◽  
Kurosh Darvish ◽  
Soroush Assari ◽  
John Cole ◽  
Tyler Wilps ◽  
...  
Keyword(s):  
Surface Area ◽  
Subtalar Joint ◽  
Articular Surface ◽  
Joint Surface ◽  
Central Dome ◽  
Below The Knee ◽  
Joint Surfaces ◽  
Circular Surface ◽  
The Mean ◽  
Pass Through

Category: Hindfoot Introduction/Purpose: In tibiotalocalcaneal nails for arthrodesis, the path of the nail through the subtalar joint has not been well documented. Ideally, the defect caused by reaming and the nail does not pass through the joint surface so that the amount of bony contact between the talus and calcaneus is maintained in order to optimize fusion. Our hypothesis is that the TTC nail does not destroy a significant amount contact area between the talus and calcaneus. However, using larger diameter nails (which are inherently stronger) will have more of an effect on the contact surface. Methods: Five cadaveric below the knee specimens were obtained. The ankle was disarticulated on each specimen. Subsequently, a guidepin was drilled from the central dome of the talus down to the calcaneus. The 11 mm reamer was then passed over the guidepin through the calcaneus to simulate retrograde reaming of a TTC nail. Then, the subtalar joint was dissected open and the articular surface was documented in comparison with the area that was reamed out. Measurements were then made, using software that calculated two dimensional surface area to determine the percentage of actual subtalar joint area that was reamed out. The mean percentage of articular area that was removed with the reamer was then calculated. Results: Among the five specimens, in the calcaneus, the mean total articular area was 599mm2±113 and the mean drilled articular area was 21mm2±16. The percentage of the calcaneal articular surface that was removed with the reamer was 3.4%±1.9. In the talus, the mean total articular area was 782mm2±130 and the mean drilled articular area was 39mm2±18. The percentage of the talar articular surface that was removed with the reamer was 5.0%±2.3. Additionally, an 11 mm reamer makes a circular surface area of 95mm2, and the statistics above indicate that a significant portion of the reamed area is nonarticular, within the calcaneal sulcus or the talar sulcus. Conclusion: In a tibiotalocalcaneal nail the subtalar joint is typically incompletely visualized, however this anatomic study demonstrates that the 11 mm reamer eliminates about 3.4% of the calcaneal articular surface and about 5% of the talar articular surface. Therefore, the majority of the articular surface is left intact, which is ideal in optimizing arthrodesis outcomes. Furthermore, this study could extrapolate the effects of a larger nail on the availability of joint surface. It could also be used to argue for cartilage stripping of the affected joint surfaces in arthrodesis preparation, because the majority of the articular surface is, in fact, left intact.

scholarly journals Limitations of microbial hydrocarbon degradation at the Amon mud volcano (Nile deep-sea fan)

2013 ◽  
Vol 10 (5) ◽  
pp. 3269-3283 ◽  
Author(s):  
J. Felden ◽  
A. Lichtschlag ◽  
F. Wenzhöfer ◽  
D. de Beer ◽  
T. Feseker ◽  
...  
Keyword(s):  
Microbial Communities ◽  
Deep Sea ◽  
High Energy ◽  
Mud Volcano ◽  
Spatial And Temporal Patterns ◽  
Central Dome ◽  
Disturbed Areas ◽  
Hydrocarbon Transport ◽  
Sea Fan ◽  
Hydrocarbon Degraders

Abstract. The Amon mud volcano (MV), located at 1250 m water depth on the Nile deep-sea fan, is known for its active emission of methane and non-methane hydrocarbons into the hydrosphere. Previous investigations showed a low efficiency of hydrocarbon-degrading anaerobic microbial communities inhabiting the Amon MV center in the presence of sulfate and hydrocarbons in the seeping subsurface fluids. By comparing spatial and temporal patterns of in situ biogeochemical fluxes, temperature gradients, pore water composition, and microbial activities over 3 yr, we investigated why the activity of anaerobic hydrocarbon degraders can be low despite high energy supplies. We found that the central dome of the Amon MV, as well as a lateral mud flow at its base, showed signs of recent exposure of hot subsurface muds lacking active hydrocarbon degrading communities. In these highly disturbed areas, anaerobic degradation of methane was less than 2% of the methane flux. Rather high oxygen consumption rates compared to low sulfide production suggest a faster development of more rapidly growing aerobic hydrocarbon degraders in highly disturbed areas. In contrast, the more stabilized muds surrounding the central gas and fluid conduits hosted active anaerobic hydrocarbon-degrading microbial communities. The low microbial activity in the hydrocarbon-vented areas of Amon MV is thus a consequence of kinetic limitations by heat and mud expulsion, whereas most of the outer MV area is limited by hydrocarbon transport.

SEISMIC INVESTIGATION OF THE MERRIMELIA FIELD

1983 ◽  
Vol 23 (1) ◽  
pp. 192
Author(s):  
B. L. Smith
Keyword(s):  
Oil And Gas ◽  
Seismic Survey ◽  
Gas Field ◽  
Central Dome ◽  
Oil Reserves ◽  
Oil And Gas Field ◽  
Well Data ◽  
Field Area ◽  
Made In ◽  
Commercial Oil

The Merrimelia oil and gas field, 40 km north of Moomba in SA, is located on the central dome of the Gidgealpa-Merrimelia-Innamincka Trend within the Cooper/Eromanga Basins.Geophysical studies have been instrumental in the investigation of the field since the discovery of commercial Permo-Triassic gas at Merrimelia- 5 in 1970 based on the results of the Merrimelia Seismic Survey. Subsequent seismic recorded during the 1980 Karawinnie Survey resulted in the location of Merrimelia-6 which, in 1981, discovered commercial oil in the Jurassic Namur Member and Hutton Sandstone, and Triassic gas, previously unknown.To allow accurate mapping of the field's oil reserves, a detailed half kilometre grid was recorded during the 1981 Namooka Seismic Survey. The programme comprised 110 km of 24-fold Vibro- seis coverage. Interpretation of the seismic and well data has resulted in recognition of a complex stratigraphic component superimposed on the Merrimelia structural high. Considerable detailed seismic work has contributed to a better understanding of the seismic reflection sequence and hence improved geophysical prognoses.Seismic studies of the Merrimelia field are continuing as further discoveries, most recently oil in the Triassic at Merrimelia-12 and gas in the Tirrawarra Sandstone at Merrimelia-13, are made in the field area.

scholarly journals Archaeoacoustic Examination of Lazarica Church

Acoustics ◽  
2019 ◽  
Vol 1 (2) ◽  
pp. 423-438 ◽  
Author(s):  
Zorana Đorđević ◽  
Dragan Novković ◽  
Uroš Andrić
Keyword(s):  
Speech Intelligibility ◽  
Acoustic Analysis ◽  
Sound Field ◽  
Simulation Software ◽  
Central Dome ◽  
Acoustic Effect ◽  
Additional Information ◽  
Medieval Church ◽  
Transmission Index ◽  
Speech Transmission

The acoustic analysis provides additional information on building tradition and related indoor practice that includes sound, thus deepening our understanding of architectural heritage. In this paper, the sound field of the Orthodox medieval church Lazarica (Kruševac city, Serbia) is examined. Lazarica is a representative of Morava architectural style, developed in the final period of the Serbian medieval state, when also the chanting art thrived, proving the importance of the aural environment in Serbian churches. The church plan is a combination of a traditional inscribed cross and a triconch. After the in situ measurement of acoustic impulse response using EASERA software, we built a computer model in the acoustic simulation software EASE and calibrated it accordingly. Following the parameters (reverberation time (T30), early decay time (EDT) and speech transmission index (STI)), we examined the acoustic effect of the space occupancy, central dome and the iconostasis. In all the cases, no significant deviation between T30 and EDT parameter was observed, which indicates uniform sound energy decay. Closing the dome with a flat ceiling did not show any significant impact on T30, but it lowered speech intelligibility. The height of iconostasis showed no significant influence on the acoustics of Lazarica church.

scholarly journals Window constrained inversion of gravity gradient tensor data using dike and contact models

Geophysics ◽  
2011 ◽  
Vol 76 (6) ◽  
pp. I59-I72 ◽  
Author(s):  
Majid Beiki ◽  
Laust B. Pedersen
Keyword(s):  
Source Parameters ◽  
Gravity Gradient ◽  
Model Parameters ◽  
Crustal Material ◽  
Gradient Tensor ◽  
Data Set ◽  
Central Dome ◽  
Gravity Gradient Tensor ◽  
Contact Models ◽  
Tensor Data

We have developed a constrained inversion technique for interpretation of gravity gradient tensor data. For dike and contact models striking in the [Formula: see text]-direction, the measured [Formula: see text] and [Formula: see text] components can be jointly inverted for estimating the model parameters horizontal position, depth to the top, thickness, dip angle, and density contrast. For a given measurement point, the strike direction of the gravity gradient tensor caused by a quasi 2D structure can be estimated from the eigenvector corresponding to the smallest eigenvalue. Then, the measured components can be transformed into the strike coordinate system. It is assumed that the maximum of [Formula: see text] is approximately located above the causative body. In the case of gridded data, all measurement points enclosed by a square window centered at the maximum of [Formula: see text] are used to estimate the source parameters. The number of data points used for estimating source parameters is increased by increasing the size of the window. Solutions with the smallest data-fit error were selected as the most reliable solutions from any set of solutions. The gravity gradient tensor data are deconvolved using both dike and contact models within a set of square windows. Then, the model with the smallest data-fit error is chosen as the best model. We studied the effect of random noise and interfering sources using synthetic examples. The method is applied to a gravity gradient tensor data set from the Vredefort impact structure in South Africa. In this particular case, the dike model provides solutions with smaller data-fit errors than the contact model. This supports the idea that in the central dome area there is a predominance of vertical structures related to the formation of the transient crater and subsequent central uplift of the lower and middle crustal material.

scholarly journals THE PECULIARITY OF THE BUILDING PROCESS OF ANCIENT KYYIVAN MONUMENTS

2021 ◽  
pp. 58-66
Author(s):  
Natalia Logvyn
Keyword(s):  
Winter Season ◽  
Late Spring ◽  
First Year ◽  
Central Dome ◽  
The Third ◽  
Early Autumn ◽  
Building Process ◽  
Byzantine Architecture ◽  
Second Year ◽  
The Times

The author investigates the building process of ancient Kyyivan monuments. After the wall foundations were laid, the erection of ground volumes of the edifice began. Wooden scaffoldings were arranged at both sides of a wall. The remains of caffolding preserved in the brick fabric can be seen on the front walls of the Transfiguration Church at Berestove and St. Michael’s Church of Vydubytsky monastery. The height between scaffolding tiers as well as the height of masonry between them varies from 1.3 to 2.2 m in Kyyivan monuments. The situation of red schist cornices in ancient churches is dependent on the abovementioned height of masonry tiers. The cornices are placed at springs of arches and vaults, at the level of the choir gallery floor, at the spring of supporting arches and basement of central dome. The location of cornices hence marked the completion of a certain building period. Being put over brickwork at the end of building period in autumn those cornices protected construction from precipitation during winter season. That is why cornices within the Kyyivan St.Sophia Cathedral have “throats” – grooves which are cut along the underside of cornices as a stringcourses to prevent water from running back across them towards the wall. One can easily determine building periods of the St. Sophia Cathedral according to the cornice levels in it. As far as building period at the times of Old Rus` took approximately six to seven months (from late spring to early autumn), the erection of the St. Sophia Cathedral with its five naves and double galleries was continued through five or six years. Cross-domed churches with three naves were built during approximately three or four years. For example St.Michael’s Church at Vydubytsky Monastery was built to the height of choir gallery during the first year, then to the height of vaults’ and domes’ springing during the second year, after that vaults and domes were completed during the third year. The types of vaults used in ancient Kyyivan architecture were barrel vaults, domes on pendantives and domes on high drums. Widely spread in Byzantine architecture groined vaults were not in use in the Old Rus` building until the middle of the XII century. Also there was a certain consecutive order in erection of parts of a church: at first its central cross-domed volume, then apses, narthex, galleries etc. were built. In a year or two after the edifice was built its walls were covered with plaster and decorated with murals. Building methods applied in the ancient Kyyivan monuments of the XI-th century formed the basis of Old Rus` architecture developed during the following centuries.

The micropalaeontology, palynology and stratigraphy of the Panarctic Amund Central Dome H-40 well

1975 ◽  
Author(s):  
R E Dunay ◽  
M J Fisher ◽  
P J Rauwerda ◽  
P F Sherrington
Keyword(s):  
Central Dome
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