Relevant bibliographies by topics / Sandy

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Sandy'

Author: Grafiati
Published: 4 June 2021
Last updated: 31 July 2024

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Journal articles on the topic "Sandy"

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Thevanayagam, S., T. Shenthan, S. Mohan, and J. Liang. "Undrained Fragility of Clean Sands, Silty Sands, and Sandy Silts." Journal of Geotechnical and Geoenvironmental Engineering 128, no. 10 (October 2002): 849–59. http://dx.doi.org/10.1061/(asce)1090-0241(2002)128:10(849).

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Kryvulchenko, Anatolii. "Oleshkivski Sands as a hierarchically built natural system." Visnyk of the Lviv University. Series Geography 53 (December 18, 2019): 197–209. http://dx.doi.org/10.30970/vgg.2019.53.10666.

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Оleshkivski Sands (Oleshia) are one of the morphosculptures on the Left bank of the lower part of Dnipro river, which is formed on alluvial and periglacial deposits. The article clearly identifies the location of these sands among other morphosculptures of the Left bank of the lower part of Dnipro. In view of the ambiguity, two regions of the Left Bank are considered separately – nearby arenian sandy-loamy geocomplexes with the presence of extremely specific sandy hilly-depressions geocomplexes and the territory of the hilly-lowland plain (Kardashynka lowland), which is located between the Dnipro delta and sands massives of the Kelegei arena. Oleshia consists of seven hilly-sanded arenas and six inter-arenial sanded flat plains. Accordingly, the area of Оleshkivski Sands is 219.9 thousand hectares, almost 80 % of which are sanded arenas. Arenas are represented here as hilly sandy plains and depressions. These sandy plains divided by sand types such as hilly (hillock, hillock-dune and hilly), hilly-ridge and flat-wavy, depressions – by flat-wavy, ridge-hollow, wavy-shallow depressions and ridge-shallow depressions. Such types of relief forms are represented by the following microforms of aeolian genesis: hillocks, hills, parabolic dunes, aeolian fields, deflation depressions and also by microforms of fluvial genesis: hilly-ridges, depressions among hilly sandy massifs, gally (redundans), inter-ridge depressions (inter-ridge hollows). On the surface of sandy massifs, especially in places where the sands are exposed, relief nanoforms are formed, which are represented by small riffles, nabkhas, blowing furrows, tafonies and also by aeolian trains, cut-off lobes, cliffs, cornices. This system of forms of relief of the Oleshkivski Sands testifies to the complex and various processes of their formation, but special attention should be paid at sand ridges, especially those with the parallel ridge-hollow spatial organization. They, for example, in the south of the Kinburn arena became the basis for the formation of the aeolian-hydrogen landscape that is unique for the territory of Ukraine. The author associates the creation of the Oleshіa ridge-hollow geocomplexes with the probable catastrophic floods (floodstreams). It is advisable to consider these ridges as a manifestation of giant ripples (diluvial dunes), which are often covered by deposits with different nature of formation. This is evidenced by the variety of typology of relief forms on the territory of the Oleshkivski arenas. Thalassogenic, suffusion-subsidence and anthropogenic factors also deserve special attention in characterizing of shaping the relief of the region. Key words: the Left bank of the Lower Dnipro, Оleshkivski Sands, hierarchy of relief forms, sandy arena, aeolian processes, fluvial forms.
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Dulepova, N. A., and A. Yu Korolyuk. "Psammophyte vegetation of the Selenga river basin (Republic of Buryatia)." Vegetation of Russia, no. 27 (2015): 78–95. http://dx.doi.org/10.31111/vegrus/2015.27.78.

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Modern aeolian relief is widespread in the forest-steppe landscapes of Transbaikalia. Valleys of the Selenga River and its inflows are the areas covered by ancient sandy deposits. Human impact in dry climatic conditions causes intensive wind erosion and formation of open and moving sands covered with sparse plants. The flora and vegetation of such landscapes notably differ from surrounding territories. It’s particularity is caused by presence and domination of plant species usually seen on open sands. Despite of numerous publications describing the sandy dunes of Transbaikalia, the psammophyte vegetation and natural dynamics of sandy landscapes are poorly documented. This study presents the analysis of 398 relevés describing psammophyte vegetation from the South-West Transbaikalia (Selenginsky, Dzhidinsky, Kyakhtinsky and Bichursky administrative disticts of the Republic of Buryatia).
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Udoh, B. T., and T. O. Ibia. "Fertility capability classification for agricultural land use planning in the beach sands area of Akwa Ibom State, Nigeria." Agro-Science 21, no. 2 (June 22, 2022): 74–78. http://dx.doi.org/10.4314/as.v21i2.8.

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Soil survey and fertility capability classification (FCC) were carried out in an area mostly underlain by the beach ridge sands (BRS) parent material in Akwa Ibom State, Nigeria. The study applied the FCC in agricultural land use planning for efficient land management and optimal agricultural productivity of the beach soils. Field and laboratory data were obtained from 40 pedons located across eight Local Government Areas on the BRS parent material. From the results of field and laboratory studies, 11 FCC units were identified in the area. Based on similarities in certain soil profile characteristics, the 11 FCC units were grouped into four agro-ecological units (AEUs): (i) poorly drained FCC units with sandy topsoil over sandy subsoil, grouped to form AEU-A, covered 65.00% of study area; (ii) well drained FCC units with sandy topsoil over sandy subsoil, formed AEU-B and covered 22.50% of study area; (iii) poorly drained FCC units with sandy topsoil over loamy subsoil or loamy top- and sub- soils, formed AEU-C and covered 7.50% of study area; (iv) well drained FCC units with sandy topsoil over loamy subsoil, which formed AEU-D, occupied 5.00% of study area. The result of this study has shown that FCC can be employed as a simple but efficient tool in agricultural land use planning. Major soil profile characteristics used to differentiate land units within the beach sands area of Akwa Ibom State are drainage and texture.
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Syvyj, M., and B. Gavrychok. "Construction sands of Podillya: patterns of distribution, resources and use." Journal of Geology, Geography and Geoecology 27, no. 3 (January 8, 2019): 510–19. http://dx.doi.org/10.15421/111875.

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This article presents the characteristics of the resource base of building sands within the three Podillya regions, the patterns of sands distribution, and proposals for increasing the extraction of raw materials . The construction sands of Podillya are confined to the Upper Cretaceous, Neogene and Anthropogenicdeposits. The decrease of the thickness of the sandy strata of the Opilsk Neogene suite in the eastern direction was observed with the simultaneous increase in the thickness of the overlapping strata of the rocks. There is no apparent correlation between the thickness of sandy interlayers and the quality of sands. The interdependence of the chemical composition of Neogene sands and the sand size module is established.The genetic predisposition for the distribution of building sands in different parts of the Podillya territory has been established. Four groups of sand deposits of different age have been identified within the Podillya regions, which contrast sharply with single deposits in the neighbouring territories.There is a very uneven distribution of explored reserves of sandy raw materials across the region and accordingly in the provision of construction sands in the different oblasts /regions of Podillya. The areas best provided with sandy raw materials are the central districts of Ternopil region and Slavutsky district of Khmelnytsky region . Sands of the Baltic stage distributed in Vinnytsia region are mostly poor in quality, clogged with clay material and require enrichment. The further development of the mineral raw material base and the prospects for increasing the production of construction sand in the Podillya regions is associated with the increase in production at the prepared deposits, the commissioning of reserve deposits, the conducting of prospecting and exploration work in the proposed potentially exploitable areas and additional exploration of individual deposits that are exploited. The research allows us to evaluate objectively the existing base of sand raw materials for various purposes in the Podillya region and to develop on this basis measures to increase it. The importance of the study is determined by the acute shortage of the raw material in most administrative districts of Khmelnytsky and Vinnytsia regions, by the growth in the volume of construction work (and accordingly the requirements for sandy raw materials) both in Podillya and in the country.
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Bulokhov, A. D., and A. M. Petrenko. "Communities of the class Koelerio-Corynephoretea Klika in Klika et Novák 1941 in the Bryansk region of Russia." Vegetation of Russia, no. 30 (2017): 29–34. http://dx.doi.org/10.31111/vegrus/2017.30.29.

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Only few publications on the classification of vegetation of Koelerio–Corynephoretea canescentis Klika in Klika et Novák1941 class, that unites pioneer communities on sandy soils, dunes or an exposed sands, is known for Bryansk region of Russia (Bulokhov, 2001; Bulokhov, Kharin, 2008). This region is located in the western part of the East European plain, on the watershed of two large river (Dnieper and Volga) systems, occupying the central part of the Desna river pool and the woody watershed between Desna and Oka. The territory (34.9 thousand кm2) is extended from the west to the east on 270 km (between 31°10′ and 35°20′ E) and from the north to the south — on 190 km (between 54°05′ and 52°10′ N). The main item of this paper is to submit the results of the classification carried out upon thebasis of 57 releves made in 2003–2016 in Bryansk region and to characterize the composition, distribution and syntaxonomical position of thepioneer vege­tation of sandy and shallow soils communities within it. Three new associations are described according to Braun-Blanquet floristic classification. The syntaxon nomenclature of the higher ranks follows Mucina et al. (2016) The ass. Thymo serpylli–Koelerietum glaucae ass. nov. hoc loco, with synecological optimum on dry poor sandy soils, is diagnosed by character species Artemisia campestris, Koeleria glauca, Thymus serpyl­lum. Its communities occur on fringes of the lichen pine forests, sandy river terraces and outwash plains. Two subassociations are distinguished within the association: T. s.–K. g. typicum (with var. typica and Corynephorus canescens) and agrostietosum vinealis subass. nov. hoc loco (with var. typica and Calluna vulgaris) with Agrostis vinealis, Dianthus arenarius, Cladonia arbuscula as differential species. The ass. Koelerio glaucae–Plantaginetum arena­riae ass. nov. hoc loco, with synecological optimum on dry poor sandy soils or exposed sands, is diagnosed by Plantago arenaria and Koeleria glauca. Its communities occuron the exposed sands, fringes of lichen pine forests and not flooded sandy river crests. The ass. Diantho borbasii–Festucetum polesicae ass. nov. hoc loco with synecological optimum on dry, weekly acidic, poor of mineral nitrogen, sandy soils or the exposed sands, is diagnosed by Festuca pole­sica, Astragalus arenarius, Jurinea cyanoides, Otites parviflora. Communities occur on the exposed sands, fringes of lichen pine forests. Two variants are distinguished within association: Sempervivum ruthenicum (on dunes with dry, poor, weekly developed soils) and typica. These three associations are the early stages of the progressive succession of oligotrophic lichen pine fo­rests on the river terraces or of the heath meadows in flood river plains.
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Thevanayagam, S., K. Ravishankar, and S. Mohan. "Steady-State Strength, Relative Density, and Fines Content Relationship for Sands." Transportation Research Record: Journal of the Transportation Research Board 1547, no. 1 (January 1996): 61–67. http://dx.doi.org/10.1177/0361198196154700109.

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The appropriate choice of shear strength of liquefied sands is an important component in seismic slope stability evaluation. Several factors affect the undrained steady-state strength (Sus) of sands. The steady-state strengths of 24 sandy soils were analyzed. It is shown that fines content, relative density, and friction angle play important roles affecting Sus. Fines content was found to be the major factor affecting Sus. This was verified experimentally for one sand. When the Sus. data for sands were grouped into (a) relatively clean sands (<12 percent fines), (b) silty sands (12 to 50 percent fines), and (c) silts or sandy silts (>50 percent fines), at the same relative density, relatively clean sands showed the highest Sus. Silts showed the lowest Sus. Silty sands showed intermediate strengths. Lower-bound Sus-relative density relationships were established for relatively clean sands and silty sands.
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Aronsohn, Richard B. "“Sandy”." American Journal of Cosmetic Surgery 14, no. 2 (June 1997): 208. http://dx.doi.org/10.1177/074880689701400222.

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Rogerson, Andrew, Fiona Hannah, Gwen Hauer, and Phillip Cowie. "Numbers of naked amoebae inhabiting the intertidal zone of two geographically separate sandy beaches." Journal of the Marine Biological Association of the United Kingdom 80, no. 4 (August 2000): 731–32. http://dx.doi.org/10.1017/s0025315400002563.

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Numbers of naked amoebae (Gymnamoebae) inhabiting the lower intertidal zone of two sandy beaches were estimated using a novel enrichment cultivation method. Samples were collected between June and September, 1999. Beach sand at Kames Bay, Isle of Cumbrae, Scotland contained on average 2604 amoebae cm−3 while at Dania Beach, Florida, USA, sand harboured 4236 amoebae cm−3. This is the first study to focus on the abundance of naked amoebae inhabiting a sandy beach. These numbers are higher than densities generally reported for shallow subtidal sands and show that amoebae must be considered in future studies on the dynamics of sandy beach communities.
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Amador, Elmo Da Silva. "Geologia e Geomorfologia da Planície Costeira da Praia do Sul: Ilha Grande - Uma Contribuição à Elaboração do Plano Diretor da Reserva Biológica." Anuário do Instituto de Geociências 11 (January 1, 1987): 35–58. http://dx.doi.org/10.11137/1987_0_35-58.

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Based on stratigraphical, sedimentological and geomorphological methods, a preliminary stratigraphic division is proposed to the Praia do Sul coastal plain, a state Biological Reserve, located in "Ilha Grande", Rio de Janeiro. This reserve was created to preserve the natural ecosystems found therein (sandy coastal plain, mangrove, lagoon, rocky coast and hillside fo rest). The Praia do Sul sedimentation plain is essentially constituted by continental gravels and sands of Upper Pleistocene, marine sandy formations, fluvial-lagoonal sandy-clayer formations and present mangrove swamps and beachs. The paleogeographic evolution of this area can be followed through the sedimentary association that permits to establish the transgressive and regressive process that occured during the Quaternary period.
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Dissertations / Theses on the topic "Sandy"

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Bernardi, Lorenzo. "Centrifuge Modeling of Sandy Slopes." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2008. http://amslaurea.unibo.it/125/.

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Slope failure occurs in many areas throughout the world and it becomes an important problem when it interferes with human activity, in which disasters provoke loss of life and property damage. In this research we investigate the slope failure through the centrifuge modeling, where a reduced-scale model, N times smaller than the full-scale (prototype), is used whereas the acceleration is increased by N times (compared with the gravity acceleration) to preserve the stress and the strain behavior. The aims of this research “Centrifuge modeling of sandy slopes” are in extreme synthesis: 1) test the reliability of the centrifuge modeling as a tool to investigate the behavior of a sandy slope failure; 2) understand how the failure mechanism is affected by changing the slope angle and obtain useful information for the design. In order to achieve this scope we arranged the work as follows: Chapter one: centrifuge modeling of slope failure. In this chapter we provide a general view about the context in which we are working on. Basically we explain what is a slope failure, how it happens and which are the tools available to investigate this phenomenon. Afterwards we introduce the technology used to study this topic, that is the geotechnical centrifuge. Chapter two: testing apparatus. In the first section of this chapter we describe all the procedures and facilities used to perform a test in the centrifuge. Then we explain the characteristics of the soil (Nevada sand), like the dry unit weight, water content, relative density, and its strength parameters (c,φ), which have been calculated in laboratory through the triaxial test. Chapter three: centrifuge tests. In this part of the document are presented all the results from the tests done in centrifuge. When we talk about results we refer to the acceleration at failure for each model tested and its failure surface. In our case study we tested models with the same soil and geometric characteristics but different angles. The angles tested in this research were: 60°, 75° and 90°. Chapter four: slope stability analysis. We introduce the features and the concept of the software: ReSSA (2.0). This software allows us to calculate the theoretical failure surfaces of the prototypes. Then we show in this section the comparisons between the experimental failure surfaces of the prototype, traced in the laboratory, and the one calculated by the software. Chapter five: conclusion. The conclusion of the research presents the results obtained in relation to the two main aims, mentioned above.
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何敏泉 and Man-chuen Anthony Ho. "A hospice in Sandy Bay." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1995. http://hub.hku.hk/bib/B31982414.

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Ho, Man-chuen Anthony. "A hospice in Sandy Bay." Hong Kong : University of Hong Kong, 1995. http://sunzi.lib.hku.hk/hkuto/record.jsp?B25946043.

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Siegfanz-Strauß, Sandy [Verfasser]. "Tarifrecht im Betriebsübergang / Sandy Siegfanz-Strauß." Baden-Baden : Nomos Verlagsgesellschaft mbH & Co. KG, 2017. http://d-nb.info/1160486832/34.

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Roberts, Tiffany. "Natural and Anthropogenic Influences on the Morphodynamics of Sandy and Mixed Sand and Gravel Beaches." Scholar Commons, 2012. http://scholarcommons.usf.edu/etd/4216.

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Beaches and coastal environments are dynamic, constantly shaped and reshaped by natural processes and anthropogenic modifications. The morphodynamics and influence of natural and anthropogenic factors of two different coasts at various temporal and spatial scales are discussed. To quantify the performance of several beach nourishment projects at annual temporal and kilometer spatial scales on three adjacent microtidal low-wave energy barrier islands in west-central Florida, a total of 5,200 beach and nearshore-profiles spaced at 300 m were surveyed monthly to bi-monthly from 2006-2010. Beach nourishment performance is most significantly influenced by the interruption of longshore sediment transport by complex tidal-inlet processes. More specifically, the tidal-inlet processes influencing adjacent beach nourishment performance includes longshore transport interruption resulting from divergence induced by wave refraction over an ebb-tidal shoal, flood-tidal currents along the beach, and total littoral blockage by structured inlets. A morphologic indicator of a large longshore transport gradient within the study area is the absence of a nearshore sandbar. These non-barred beaches are characterized by persistent shoreline erosion and were almost exclusively located in areas with a large longshore transport gradient. The more typical beach state along the three barrier islands was one exhibiting a migratory bar and relatively stable shoreline. The presence of a sandbar indicates the dominance of cross-shore processes, with onshore migration during calm wave conditions and offshore migration during energetic wave conditions. The onshore and offshore migration of the sandbar is closely related to non-stormy summer and stormy winter seasonal beach changes, respectively. The morphodynamics of a mixed sand and gravel beach in Delaware were investigated based on 740 beach profiles surveyed almost monthly from 2009 to 2011, 60 sediment cores, and 550 surface sediment samples collected at various alongshore and cross-shore transects. Inter-seasonal temporal scales of storm-induced beach changes and post-storm recovery were examined based on a hurricane, a typical energetic winter storm, and an extremely energetic storm resulting from the rare collision of a hurricane and winter storm ("Nor'Ida") occurring within a 3-month period in 2009. The mixed sand and gravel beaches in Delaware are characterized by monotonically increasing water depths lacking a sandbar under all wave conditions. A distinctive beach cycle was identified consisting of a built-up berm profile and depleted nearly-planar storm profile, with a time-scale related to the frequency and intensity of storm impact and duration of intra-storm recovery instead of simple seasonality. The sedimentological characteristics of the storm deposit associated with Nor'Ida demonstrated substantial cross-shore variation ranging from sandy-gravel and gravelly-sand within the storm swash zone (near the pre-storm dune edge) to well-sorted medium to coarse sand seaward of the storm swash zone, suggesting that storm deposits along mixed beaches demonstrate a variety of sedimentological characteristics. A new dynamic beach cycle model is proposed for the non-barred mixed sand and gravel beach with temporal variability controlled by storm occurrence and inter-storm duration.
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Glückstein, Sandy [Verfasser]. "Wissensmanagement - Eine neo-institutionalistische Perspektive / Sandy Glückstein." München : GRIN Verlag, 2009. http://d-nb.info/1186255706/34.

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Carrillo-Gonzalez, Rogelio. "Mechanisms of Zn displacement through sandy soils." Thesis, University of Reading, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.312559.

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Alkhalidi, Mohamad. "Sediment transport in sandy estuaries at equilibrium." [Gainesville, Fla.] : University of Florida, 2005. http://purl.fcla.edu/fcla/etd/UFE0010108.

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Jazayeri, Shoushtari Seyed Mohammad Hossein. "Groundwater Dynamics in a Sandy Unconfined Aquifer." Thesis, Griffith University, 2016. http://hdl.handle.net/10072/367171.

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Groundwater dynamics in a sandy unconfined aquifer have been investigated through laboratory experiments and numerical modelling. The laboratory experiments on the propagation of groundwater waves have yielded new insights into underlying physics. Numerical models have been developed to consider some aspects of groundwater dynamics such as the influence of seepage face and meniscuses formation, hysteresis effects, unsaturated flow dynamics, and porous media deformation. The laboratory data has then been used to verify numerical models and to examine their prediction capabilities. New laboratory data from sand flume experiments for an idealized coastal aquifer forced by a simple harmonic forcing across a vertical boundary provided detailed measurements of the piezometric head very close to the interface. The data helped to consider the processes occurring near the boundary condition, particularly with respect to meniscus and seepage face formation during the falling tide. A numerical solution of the Richards’ equation was developed to model the influence of seepage face formation and meniscus suction and was evaluated against the data. The model-data comparisons show good agreement with the pore pressure behavior high above the water table, but are sensitive to the choice of moisture retention parameters in the model.
Thesis (PhD Doctorate)
Doctor of Philosophy (PhD)
Griffith School of Engineering
Science, Environment, Engineering and Technology
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O'Mara, Lauren. "Children of a sandy heart and other stories." Diss., Online access via UMI:, 2006.

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Books on the topic "Sandy"

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Truijens, Hannie. Sandy. Basingstoke: Macmillan Education, 1989.

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Rice, Alice Caldwell Hegan. Sandy. Toronto: W. Briggs, 1994.

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Baxter, Virginia. Sandy. Sydney: HarperCollins, 1995.

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Picazo, Glòria. Sandy Skoglund. Paris: Paris Audiovisuel, 1992.

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Weaver, Afaa M. Sandy point. Lewisburg, Pennsylvania: The Press of Appletree Alley, 2000.

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Kim, Sandy. Sandy Kim. San Francisco, CA: Unpiano Books, 2009.

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Leavy, Jane. Sandy Koufax. New York: HarperCollins, 2007.

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Hartemink, Alfred E., and Jingyi Huang, eds. Sandy Soils. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-50285-9.

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Bosserman, Dan. Sandy. Arcadia Publishing, 2015.

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Rice, Alice Caldwell Hegan. Sandy. IndyPublish.com, 2005.

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Book chapters on the topic "Sandy"

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Radziejewska, Teresa, Jonne Kotta, and Lech Kotwicki. "Sandy coasts." In Biological Oceanography of the Baltic Sea, 457–82. Dordrecht: Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-007-0668-2_12.

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Short, Andrew D. "Sandy Coasts." In Encyclopedia of Earth Sciences Series, 1468–73. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-319-93806-6_267.

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Short, Andrew D. "Sandy Coasts." In Encyclopedia of Earth Sciences Series, 1–7. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-48657-4_267-2.

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Osman, Khan Towhid. "Sandy Soils." In Management of Soil Problems, 37–65. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-75527-4_3.

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Healy, Terry R., Katherine Stone, Orville Magoon, Billy Edge, Lesley Ewing, Andrew D. Short, Dougals L. Inman, et al. "Sandy Coasts." In Encyclopedia of Coastal Science, 821–25. Dordrecht: Springer Netherlands, 2005. http://dx.doi.org/10.1007/1-4020-3880-1_267.

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"sandy." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik, 1167. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_190569.

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"sandy." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik, 1167. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_190570.

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"sandy." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik, 1167. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_190571.

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"Sandy." In Fabulous Monsters, 159–64. Yale University Press, 2019. http://dx.doi.org/10.12987/9780300248845-028.

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"Sandy." In Spectrum, 131–32. Providence, Rhode Island: American Mathematical Society, 2001. http://dx.doi.org/10.5948/upo9780883859650.034.

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Conference papers on the topic "Sandy"

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Gupta, Aditi, Hemank Lamba, Ponnurangam Kumaraguru, and Anupam Joshi. "Faking Sandy." In the 22nd International Conference. New York, New York, USA: ACM Press, 2013. http://dx.doi.org/10.1145/2487788.2488033.

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Norrell, Devin, Christen Browing, and Kevin Burns. "Operation Sandy." In Space 2006. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2006. http://dx.doi.org/10.2514/6.2006-7470.

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Foss, Greg, Fuqing Zhang, Yonghui Weng, Erin Munsell, Anne Bowen, Dave Semeraro, Arnav Kaul, and Nick Sehy. "Gonzalo and Sandy." In PEARC17: Practice and Experience in Advanced Research Computing 2017. New York, NY, USA: ACM, 2017. http://dx.doi.org/10.1145/3093338.3104162.

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Leavitt, Alex, and Joshua A. Clark. "Upvoting hurricane Sandy." In CHI '14: CHI Conference on Human Factors in Computing Systems. New York, NY, USA: ACM, 2014. http://dx.doi.org/10.1145/2556288.2557140.

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Aralp, Ceren L., John J. Scheri, and Kevin O’Sullivan. "Recovering Sandy: Rehabilitation of Wastewater Pumping Stations after Superstorm Sandy." In World Environmental and Water Resources Congress 2016. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479889.031.

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Grasmeijer, Bart, Maarten Kleinhans, and Tony Dolphin. "Measured and Predicted Suspended Sand Transport on a Sandy Shoreface." In Fifth International Conference on Coastal Dynamics. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40855(214)86.

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Widarena, T. "5 Years Application of Acoustic Sand Detection Tool in Sandy Wells Environment." In Digital Technical Conference. Indonesian Petroleum Association, 2020. http://dx.doi.org/10.29118/ipa20-e-320.

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Significant production of Mahakam Block comes from sand prone reservoirs. Uncontrolled sand production can lead to catastrophic consequences. A robust sand detection and monitoring system is crucial for optimizing production without jeopardizing safety. A non-intrusive Acoustic Sand Detection (ASD) tool has been widely implemented in Mahakam swamp and offshore fields. The tool can be portable or permanently installed, depending on the availability of power and telemetry. Sand rate is derived from the signal received by sensor after listening to the sound of sand particle collision with the pipe wall. If the sand rate exceeds the defined Maximum Allowable Sand Rate (MASR) of 0.02 g/s, the well will be declared as sandy. As the consequence, the well could be ramped down or shut-in for choke verification. Of all the sandy cases detected by ASD, more than twenty cases turned out to be incident preventive. The wellhead choke had been eroded such that it could have been catastrophic. The erosion occurred on wells producing from shallow/upper layer reservoirs with high delta pressure between upstream and downstream choke. The application of acoustic sand detection tool as the primary sand monitoring system (78%) in Mahakam has proven to be rewarding. Around 149 BCF of additional production volume during 2014-2019 was the result of implementation of sand detection and monitoring using ASD tool, as means of optimizing the life of production wells. This paper demonstrates Mahakam invaluable experience with ASD tool to optimize sandy wells production safely.
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Liu, Xinping, Halin Zhao, Yuhui He, Xueyong Zhao, Tonghui Zhang, and Yuqiang Li. "Water Diffusivity of Sandy Soil of Different Particle Sizes in Typical Sandy Cropland." In 2009 International Conference on Environmental Science and Information Application Technology, ESIAT. IEEE, 2009. http://dx.doi.org/10.1109/esiat.2009.368.

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Li Wang, Wen ke Wang, Zhuo Li, and Yong Tao Li. "Measurement of soil moisture characteristic curves of sandy medium by sandy funnel method." In 2011 International Symposium on Water Resource and Environmental Protection (ISWREP). IEEE, 2011. http://dx.doi.org/10.1109/iswrep.2011.5893622.

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Miles, Travis, Scott Glenn, Oscar Schofield, Josh Kohut, and Greg Seroka. "Sediment transport in Hurricane Sandy." In OCEANS 2014. IEEE, 2014. http://dx.doi.org/10.1109/oceans.2014.7003252.

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Reports on the topic "Sandy"

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Huntley, D. H., A. S. Hickin, W. Chow, and M. Mirmohammadi. Surficial geology, Sandy Creek, British Columbia. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2013. http://dx.doi.org/10.4095/292398.

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Martens, Christopher, Daniel B. Albert, and Marc J. Alperin. Dissolved and Bubble Gas Concentrations in Sandy Surficial Sediments of the West Florida Sand Sheet. Fort Belvoir, VA: Defense Technical Information Center, September 2001. http://dx.doi.org/10.21236/ada628231.

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Martens, Christopher, and Daniel B. Albert. Dissolved and Bubble Gas Concentrations in Sandy Surficial Sediments of the West Florida Sand Sheet. Fort Belvoir, VA: Defense Technical Information Center, September 1999. http://dx.doi.org/10.21236/ada631731.

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Grant, D. R. Surficial Geology, Sandy Lake-Bay of Islands, Newfoundland. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1989. http://dx.doi.org/10.4095/127371.

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Johnson, H. P. Measurement of in situ Permeability of Sandy Sediments. Fort Belvoir, VA: Defense Technical Information Center, September 2000. http://dx.doi.org/10.21236/ada610064.

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Santoni, Rosa L. Enhanced Coastal Trafficability: Road Construction Over Sandy Soils. Fort Belvoir, VA: Defense Technical Information Center, July 2003. http://dx.doi.org/10.21236/ada416427.

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Yargus, Michael W. Experimental Study of Sound Waves in Sandy Sediment. Fort Belvoir, VA: Defense Technical Information Center, May 2003. http://dx.doi.org/10.21236/ada422568.

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Sabol, Margaret A., and Terri L. Prickett. Climatic Summary for Sandy Hook Bay, New Jersey. Fort Belvoir, VA: Defense Technical Information Center, April 1998. http://dx.doi.org/10.21236/ada343896.

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Raubenheimer, Britt, and Steve Elgar. Tidal Flats, Muddy Seafloors, Sandy Coasts, and Inlets. Fort Belvoir, VA: Defense Technical Information Center, September 2011. http://dx.doi.org/10.21236/ada557199.

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Kelly, Virginia, and Robin L. Dobson. Sandy River Delta Habitat Restoration Project, Annual Report 2001. Office of Scientific and Technical Information (OSTI), November 2002. http://dx.doi.org/10.2172/819779.

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