yellow sand
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2020 ◽  
Vol 35 (2) ◽  
pp. 182-193
Author(s):  
A. V. Petrauskas ◽  
S. D. Panyshko ◽  
D. S. Loshyk ◽  
I. O. Chornyi ◽  
A. O. Kuksa

Currently, the complex of the hill-fort by the meandering bend of the Bug River channel is divided into two parts: the western one where the castle is located, and the eastern one where the city is obviously placed. During the exploration the rampart of the eastern part of the fortified complex was cut by the trench. The body of rampart is stand on the ancient original surface which looked like a humus substance. It consisted of three consecutive fillings. The first is gray soil up to 0.2 m thick, the second is white sand up to 0.8 m thick, and the third, most high (up to 1.4 m) is the yellow sand that covered the previous one from inside of the rampart. The yellow sand was cut through by well visible pit at the bottom of which the bones, probably human skulls have been found. These filings contained several fragments of pots of the fourteenth and fifteenth centuries. From inside the rampart was covered by the powerful cultural layer that contained various finds from the fourteenth to the twentieth centuries. The original layer of humus sand was well visible under the body of rampart and worse under the cultural layer. In the original surface the materials of the 12th—13th and 15th—16th centuries were found. Particularly the hinged lock of the 15th—16th centuries found in the original layer of humus is noteworthy. The majority of partially explored objects were located on the inside of the rampart. Latest of them, the object 1 of the 19th century, was occurred in the cultural layer and the rest, objects 2—6, were found while cleaning the virgin soil at the bottom of the trench. Moreover, large objects 3—4 were located outside the rampart, under the powerful cultural layer, and small objects 5—6 — under the body of the rampart. Thus, the explored site in the area of the future rampart was virtually uninhabited in the Old Rus period and was poorly used during the 14th—15th centuries. It is ascertained that the fortifications of Lytovezh hill-fort consisted of the rampart up to 2.1 m high of artificial origin built in the late medieval period, most probably in the 16th—17th centuries.


2019 ◽  
Vol 62 (4) ◽  
pp. 887-898
Author(s):  
Yijie Zhang ◽  
Tianshun Zhang ◽  
Yang Yu ◽  
Pan Guo ◽  
Lingqiong Kong ◽  
...  

Abstract. In this study, an equivalent mechanical model was established for the clogging induced by soil suction under negative pressure during root-zone infiltration irrigation in a crop-free pot, and a state diagram was plotted for the clogging process induced by a single soil suction factor under negative pressure. Three groups of impact factor experiments were conducted using three different emitters: a flow-adjustable emitter with eight horizontal outlets (emitter L), a flow-adjustable emitter with two vertical outlets (emitter Q), and an anti-clogging material wrapped around the outer surface of emitter L (emitter K). The first group of experiments investigated the influence of irrigation pressure, the variation of irrigation pressure (range of 0.02 to 0.12 MPa), and the amount of sediment inside emitter L in Yunnan laterite. For the second group of experiments, two soil types (Yunnan laterite and yellow sand), two single-event irrigation volumes (170 and 250 mL), and two numbers of irrigation events (8 and 16) were used to quantitatively analyze the sediment content in emitter L. The third group of experiments used emitters L, Q, and K and involved quantitative analysis of the clogging differences in the different emitter types with two soil types (Yunnan laterite and yellow sand) and two numbers of irrigation events (24 and 64). Statistical analysis showed that irrigation pressure, soil type, irrigation pattern, and emitter type were significant (p < 0.05) for the amount of sediment due to negative suction inside the emitter. The results demonstrate that emitter clogging induced by negative pressure tends to first decrease and then increase with increasing irrigation pressure. The amount of sediment that accumulates within an emitter is influenced by both the soil suction effect under negative pressure as well as soil flushing under positive pressure. Within emitter L, clogging induced by soil suction under negative pressure was more likely to occur when using Yunnan laterite rather than yellow sand soil. When both soil types were used in the test, emitter L was observed to be more prone to clogging induced by negative pressure compared to emitter Q, whereas emitter K exhibited the best anti-clogging performance. This study provides a quantitative account of the factors associated with clogging induced by negative pressure, and it provides a theoretical and experimental basis for gaining an in-depth understanding of emitter clogging during root-zone infiltration irrigation in Yunnan laterite. Keywords: Emitter, Negative-pressure clogging, Pot environment, Root-zone infiltration irrigation, Yunnan laterite.


2018 ◽  
pp. 1-22
Author(s):  
Robert Holland

This chapter considers the origins of British engagement with the Mediterranean, going back to August 1822, when Lord George Byron, his friend Edward Trelawny, a gaggle of Tuscan soldiers, and a local health official dug out Percy Bysshe Shelley's corpse from the spot on the beach near Viareggio where it had been buried two weeks before in the burning yellow sand; they then burned the body on a makeshift pyre. Relics from the burning of Shelley's corpse later became a cause célèbre, with claims attached to locks of hair and splinters of bone; the cremation became a source of mythology in its own right. This event was a totemic moment in the history of the Anglo-Mediterranean cultural encounter, not only because of who Shelley was but because of where the event occurred, and how it relates to a quasi-sanctification occupied by the Mediterranean in British life.


2018 ◽  
Vol 118 ◽  
pp. 1-11
Author(s):  
Yijie Zhang ◽  
Zhenjie Yang ◽  
Haolin Yang ◽  
Shiyu Song ◽  
Wenqi Xu ◽  
...  

Author(s):  
Duncan McKinnon ◽  
Timothy Perttula ◽  
Arlo McKee

The M. S. Roberts site is located in Henderson County, Texas and it represents one of the few known Caddo mound sites in the upper Neches River Basin in northeast Texas (Figure 1). The site is situated along Caddo Creek – an eastward-flowing tributary of the Neches River (Perttula et al. 2016; Perttula 2016; Perttula and Walters 2016). The site is located southeast of Athens, Texas. When first recorded, the single mound at the site was approximately 24 m long and 20 m wide and roughly 1.7 m in height (Pearce and Jackson 1931). Directly west of the mound was a large depression, which has since been mostly filled, and likely represents the borrow pit for mound fill. The mound is situated at the southern end of an elevated alluvial landform. The site was first reported to Dr. J. E. Pearce of the University of Texas in September 1931. In October of the same year, archaeologists from the University of Texas began investigating the mound and defining the extent of the associated settlement (Pearce and Jackson 1931). Researchers obtained a surface collection from the site and excavated an unknown number of trenches in the mound where portions of at least one burned and buried Caddo structure was identified. Their excavation notes document that the mound began as a 25 cm deposit of yellow sand constructed on the undisturbed brown sandy loam that defines the alluvial landform. A structure had been built on the yellow sand and then at some point had been burned. The burned structure was then covered with mound fill at least a meter in depth. Materials collected from the surface as part of the 1931 investigations indicate the presence of a Caddo habitation area surrounding the mound and suggest the site was occupied from the fourteenth to the early fifteenth centuries (Perttula et al. 2016; Perttula 2016; Perttula and Walters 2016). At that time, the landscape around the mound was a used as a cotton field and subject to extensive plowing. Today, the landscape is part of a residential ranch development where landowners are stewards of the site with a focus on preservation and research. In January 2015, with the permission of the landowners, renewed interested in the site began with a surface collection and the examination of the artifact collections from the 1931 work held by the Texas Archeological Research Laboratory (Perttula et al. 2016; Perttula 2016; Perttula and Walters 2016). A series of shovel tests and auger holes were then dug in the mound and surrounding habitation area in mid-2015. Shovel tests and auger holes documented organically-stained and charcoal-rich areas within the mound that were thought to represent the remains of several burned Caddo structures, and also identified non-mound habitation deposits at the site. An initial aerial survey was also conducted to map the landform topography, estimate the extent of the current mound dimensions and borrow pit, and to reconstruct changes in the shape and size of the mound since it was first recorded in 1931 (Perttula et al. 2016). The survey employed a small Unmanned Aerial Vehicle (UAV) to map the roughly 20-acre property surrounding the site at a 2 cm per pixel resolution. The aerial survey of the mound and surrounding landscape and the creation of a high-resolution digital elevation model reveal that the mound dimensions have changed significantly from what was reported in 1931 (Perttula et al. 2016). For example, aerial data document both the mound and borrow pit features and show that the mound measures 43 m North-South and 26 m East-West, and is roughly 1 meter above the surrounding terrace surface (Perttula et al. 2016). The aerial survey demonstrates that the mound has elongated over the last century since it was first recorded, likely related to historic landscape modification. In January 2016, the site was again revisited. The purpose of the fieldwork was to better define the spatial extent of archaeological deposits in the non-mounded habitation area and investigate the stratigraphy of mound deposits, identify cultural features in the mound, and hopefully obtain charred plant remains or unburned animal bones from these deposits for AMS dating. To help evaluate and identify the distribution of cultural features in the mound and the surrounding non-mounded habitation area, an area just over 1 hectare or 2.8 acres was surveyed using magnetic gradient and a second aerial survey was completed to refine the overall landscape topography (Figure 2). The magnetic gradient results document the subsurface location of at least two interpreted structures within the mound, the possible locations of three 1931 UT trenches, and several possible pit features proximate to the mound. The combination of aerial and geophysical data and the excavation results are revising our understanding of the archaeological remains and preservation conditions of the site.


2015 ◽  
Vol 30 (4) ◽  
pp. 269
Author(s):  
Myeong-Lyeol Lee ◽  
Gyu-Ho Byoun ◽  
Man-Young Lee ◽  
Yong-Soo Choi ◽  
Hye-Kyung Kim

2015 ◽  
Vol 655 ◽  
pp. 244-248
Author(s):  
Xiao Qing Wen ◽  
Xing Yong Gu ◽  
Ting Luo

In this study, the yellow sand waste with enormous reserves in the Inner Mongolia Tengger desert was taken as the main raw material mixed with the same regional clays for the infrared functional low-temperature porcelained tile. The mineral composition and granule feature of Tengri yellow sand as well as the micro-structure and infrared property of the fired body were discussed by the means of various testing such as the grain fineness distribution analysis, the XRD diffraction analysis, the SEM scanning electron microscope analysis, the coefficient of thermal expansion measure and the infrared performance detection. The results revealed that the natural mineral could be replaced by the yellow sand waste in large for preparing the environmental protection functional porcelained ceramics with favorable properties. The flexural strength of porcelained tiles sintered at 1140°C~1160°Ckeeps from 40 to 55Mpa when the high addition of yellow sand varies 75wt% to 90wt%. And the body is composed of high quartz as the main phase and little wollastonite phase which meets with the thermal shock resistant standard of the present architectural material .


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