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Journal articles on the topic "Sediment hopper"

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Currey, Rohan J. C., and Robert Poulin. "Do parasites affect burrowing activity and emergence of sand hoppers, Talorchestia quoyana (Amphipoda: Talitridae)?" Canadian Journal of Zoology 85, no. 3 (2007): 344–51. http://dx.doi.org/10.1139/z07-013.

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Sand hoppers (Amphipoda: Talitridae) are semiterrestrial crustaceans that feed upon stranded kelp. Their burrowing behaviour plays an important role in reintroducing nutrients into the sediment. The most abundant sand hopper on New Zealand’s beaches is Talorchestia quoyana Milne-Edwards, 1840. It is host to a parasitic mermithid nematode, Thaumamermis zealandica Poinar, Latham and Poulin, 2002, which invariably kills its sand hopper host by emerging to complete its maturation and reproduction in a moist sand environment. The aim of the present study was to assess if the burrowing behaviour of Ta. quoyana showed pathologic consequences of infection by Th. zealandica. Two experiments were conducted to assess temporal variation in sand hopper burrowing in vitro. Parameters measured included the hour after sunrise and sunset that sand hoppers first emerged and the number of surface visits in the first hour after emergence. Across experiments, sand hopper burrowing behaviour showed considerable heterogeneity related to sand hopper length, sand hopper distribution, experimental series, and experimental moisture conditions. The presence of parasites was not a significant factor in determining sand hopper burrowing behaviour. The lack of pathological effect is surprising given the relative size of Th. zealandica.
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Nichols, Maynard, Robert J. Diaz, and Linda C. Schaffner. "Effects of hopper dredging and sediment dispersion, chesapeake bay." Environmental Geology and Water Sciences 15, no. 1 (1990): 31–43. http://dx.doi.org/10.1007/bf01704879.

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SHIMOKAWA, Yoshikazu, Akihiro OKUDA, Tadashi FURUMIYA, Toru INABA, Kaori OHSHMA, and Hiroshi KUNISU. "THE PREDICTION SYSTEM OF SEDIMENT DISCHARGING SOIL FOR HOPPER-BARGE WITH BOTTOM DOORS." PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN 18 (2002): 635–40. http://dx.doi.org/10.2208/prooe.18.635.

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Dai, Wenhong, Wei Ding, Chuanteng Lu, Xiaofeng Luo, and Qiancheng Xie. "Field Investigations of Underwater Mounds Formed by Hopper Dredge Discharges in a Coastal Environment." Journal of Marine Science and Engineering 8, no. 6 (2020): 395. http://dx.doi.org/10.3390/jmse8060395.

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In a coastal environment, this paper investigated the formation process and the cumulative shape of subaqueous mounds formed by hopper dredged discharges. Hydrological observations and field tests were performed to examine the flow features and ultimately generated morphology characteristics. A high-precision digital elevation model (DEM) was established by multi-beam depth sweeping (MBDS) in the experiment. Particular attention was paid to the formation of the mounds, the three-dimensional shape and the influence factors. The field measurements showed that the mounds were roughly symmetrical in space, and the tidal current, though of weak strength, played a certain role in shaping the profiles. Cone and volcanic cone mound tops were observed, featuring the main top shapes. The height and covered area of the mounds were proportional to the amount of dumped sediment, and they were also affected a lot by the water depth. The results of superimposed tests showed that the second placement over the existing mound resulted in a similar overall shape, but there was pronounced movement around the mound; additional discharged volumes at the same location mainly increased the mound height. The field tests provided a reference for understanding the sediment dumping in other similar coastal areas.
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Bisschop, Frederik, Paul Visser, Cees Van Rhee, and Henk Jan Verhagen. "EROSION DUE TO HIGH FLOW VELOCITIES: A DESCRIPTION OF RELEVANT PROCESSES." Coastal Engineering Proceedings 1, no. 32 (2011): 24. http://dx.doi.org/10.9753/icce.v32.sediment.24.

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Convential models for the erosion of non-cohesive sediments overestimate the erosion rate induced by high flow velocities. These high flow velocities occur, for instance, in breaching of embankments or dunes (flow velocities up to 10 m/s) or in jetting sand with a trailing suction hopper dredger (30 to 60 m/s). At these very large flow velocities the erosion process is significantly influenced by the properties of the soil mass (non-cohesive particles). Governing parameters at higher flow velocities are dilatancy, permeability and the (un)drained shear strength of the soil. The sediment concentration in the water also influences the erosion process, especially in case of higher erosion rates. Based on the concept of Van Rhee (2007, 2010) a simple analytical formula is derived that gives a clear insight into the parameters influencing hindered erosion. The concept of hindered erosion is explained by two properties of granular soils: dilatancy and permeability. This implicates that the erosion behaviour of granular soils cannot be described by the behaviour of single particles alone. The properties of the whole soil mass should be considered in predicting erosion at higher flow velocities. Results of a large-scale breach experiment performed in 1994 in the Zwin Channel in the Netherlands (Visser, 1998) are analyzed to evaluate the formula.
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NISHIYAMA, Yasuhiro, Toru INABA, Tsuneharu ORIHASHI, and Kazuyoshi HOKKYO. "THE HYDRAULIC MODEL EXPERIMENT OF SEDIMENT DISCHARGING SOIL FOR DUMPING HOPPER BARGE WITH BOTTOM DOORS." PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN 18 (2002): 629–34. http://dx.doi.org/10.2208/prooe.18.629.

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Kana, Timothy W., and Haiqing Liu Kaczkowski. "PLANNING, PRELIMINARY DESIGN, AND INITIAL PERFORMANCE OF THE NAGS HEAD BEACH NOURISHMENT PROJECT." Coastal Engineering Proceedings 1, no. 33 (2012): 109. http://dx.doi.org/10.9753/icce.v33.sediment.109.

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A 3.5 million cubic meter beach nourishment project was completed along 16 kilometers of shoreline at Nags Head, North Carolina, 32 kilometers south of the US Army Corps of Engineers Field Research Facility at Duck. The project is the largest locally-funded nourishment accomplished to date in the United States. Three ocean-certified hopper dredges and one cutterhead suction dredge constructed the project between May and October 2011. This paper discusses the planning, design, and initial performance of the project. Nags Head is exposed to high waves from the northeast which generate net southerly transport over the long term. A key design issue for the project was the large gradient in erosion rates from north to south. Fill sections were varied accordingly based on documented volume erosion rates and model simulations for the area. Permitting involved over five years of environ¬mental reviews because of the need to work during fair-weather summer months in the relatively high-energy setting. The design also built on prior work in connection with a federal nourishment project scheduled for the area if and when funds become available. Two offshore areas strategically located close to south Nags Head were utilized for construction which proceeded efficiently under summer waves until late August when Hurricane Irene impacted the area. The hurricane and fall northeast storms produced rapid adjustment of the construction profile but no net loss of sand from the project area. Post-project surveys show initial profile equilibration was largely confined to the inshore zone inside the 3.7 meter (m) [−12 foot (ft) NAVD] contour. Depth of closure at decadal scales is estimated to be −7.3 m (−24 ft NAVD).
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Smith, S. Jarrell, and Carl T. Friedrichs. "Size and settling velocities of cohesive flocs and suspended sediment aggregates in a trailing suction hopper dredge plume." Continental Shelf Research 31, no. 10 (2011): S50—S63. http://dx.doi.org/10.1016/j.csr.2010.04.002.

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Lavallée, Daniel, and Claude Marche. "Déversements turbulents de matériau granulaire en eau libre. I. Observations en laboratoire." Canadian Journal of Civil Engineering 22, no. 3 (1995): 480–87. http://dx.doi.org/10.1139/l95-056.

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Capping of contaminated sediment with clean granular material is a commonly used mitigative measure. The capping material is often dispersed from the end of a pipeline or dumped down a chute. Such methods require special equipment that is sometimes costly. The possibility of using a hopper barge to place the material was thus explored. Laboratory tests were conducted to study bottom distribution of granular material placed in this way. Distribution is determined at the moment of impact. To identify the mechanisms at work at the moment of impact, tests were conducted with different bottom slopes. Experimental results indicate that distribution of the granular material can be described by the turbulence created by an impinging jet. This turbulence is estimated, using a digital model, the results described in a second paper. Key words: dredging, capping, seacoast.[Journal translation]
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Verbeek, H., and JM Cornelisse. "Consolidation of dredged sludge, measured by an acoustic densitometer." Marine and Freshwater Research 46, no. 1 (1995): 179. http://dx.doi.org/10.1071/mf9950179.

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A field study was conducted on the Cromstrijen dump site in the Rhine-Meuse estuary to find the risks of open-water dumping by estimating the impact effects and spreading of freshly deposited sludge and the consolidation of dumped material. The site is used to dump sludge of acceptable quality from maintenance dredging of waterways and local harbours. The investigated sludge came from a navigation channel and was dredged and transported by a hopper dredge. On the dump site, a small section was marked in which the dump took place. A field version of an existing laboratory acoustic densitometer was used to take a profile of the dry-weight concentration of the sediment bed as measured by the attenuation of high-frequency sound waves. The instrument was calibrated with the aid of homogenized field samples. The acoustic densitometer was useful for obtaining a profile of the bed density. With an echo-sounder, an attempt was made to evaluate the consolidation of the dumped sludge. The use of side-scan sonar at the dump site showed a crater with steep banks, surrounded by a thin layer of excess sediment extending over 8400 m². This was only 20% of the dumped sludge; the remaining material was transported outside the measurement section as a density current owing to near-bed surge and local bed slope. The results of the field study are compared with those of previous work and with estimates of the rate and area of distortion derived from theoretical models for the movement of a flow with negative buoyancy.
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Dissertations / Theses on the topic "Sediment hopper"

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Браженко, В. М. "Очищення робочих рідин повнопотоковим гідродинамічним фільтром з обертовим перфорованим циліндром та бункером для осаду". Thesis, Сумський державний університет, 2018. http://essuir.sumdu.edu.ua/handle/123456789/67879.

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В дисертації вирішена актуальна науково-технічна задача – підвищення ефективності очищення робочих рідин від механічних частинок повнопотоковим гідродинамічним фільтром, а саме ротаційним, в якому запропоновано використовувати у якості фільтроелемента обертовий перфорований циліндр та бункер для осаду для збору відсепарованих частинок. На основі чисельного моделювання, яке базується на усереднених по Рейнольдсу рівняннях Нав’є-Стокса (RANS) зі застосуванням моделі турбулентності переносу зсувних напруг (SST k-ω модель) Ментера, проведено дослідження течії несучої рідини біля обертової фільтруючої поверхні та області бункера для осаду ротаційного фільтра. Доведено нерівномірність протікання рідини у радіальному напрямку крізь перфорований циліндр. Крізь отвори розташовані біля вхідного перетину в робочу область проходить більше рідини ніж через отвори, які максимально віддалені від даного перетину, що негативно впливає на реалізацію гідродинамічного ефекту очищення. Досліджено еволюцію течії рідини біля отворів уздовж поверхні перфорованого циліндра в залежності від зміни параметрів Reφ, Rer та показано, що зі збільшенням Reφ, що характеризує обертовий рух рідини, збільшується перекриття отворів набігаючим потоком. У тривимірній постановці досліджено траєкторії руху завислих частинок біля проникної поверхні фільтроелемента, доведено здійснення гідродинамічного ефекту очищення для перфорованого циліндра в якості фільтроелемента при різних режимах течії та відмічено наявність «буферної зони», яка виключає контакт частинок домішки з поверхнею проникного циліндра. На основі вісесиметричної постановки виявлено позитивний вплив обертання торцевої стінки фільтроелемента на гідродинаміку течії, що проявляється в стримуванні поширення вихрових зон з області бункера в робочу область фільтра, та утримання частинок у бункері. Отримано залежності ефективності очищення фільтра від відносного діаметру і густини частинок домішки та густини рідини при заданій конструкції фільтра. Визначено найвищу ефективність утримання частинок домішки в бункері циліндричної та конічної розбіжної форми. Проведено експериментальні дослідження, що підтвердили ефективність, яка складає 95 %, запропонованого пристрою очищення рідини АМГ-10 від частинок розміром 100…200 мкм, та адекватність отриманих теоретичних результатів реальним фізичним процесам. Розбіжність між розрахунковими й отриманими в результаті експерименту значеннями порівнюваних параметрів склала не більше 9 %.<br>In the thesis the actual scientific and technical problem is solved – an increase in the efficiency of cleaning of working fluids from mechanical particles by a full-flow hydrodynamic filter, namely a rotational, in which it is proposed to use a rotating perforated cylinder as a filter element and a sludge hopper for collecting the separated particles. On the basis of numerical modeling based on the Navier-Stokes (RANS) averaged Reynolds equations using a shift model of the shifting stresses (SST k-ω model) of Menther, a study of the flow of a carrier fluid near the rotating filtering surface and the area of the rotor sink hopper filter. The uneven flow of a fluid in a radial direction through a perforated cylinder is proved. Through the openings located near the inlet to the working area there is more fluid than through the openings, which are as far removed from this section, which adversely affects the implementation of the hydrodynamic effect of cleaning. The evolution of the fluid flow along the holes along the surface of the perforated cylinder, depending on the change in the parameters Reφ, Rer, has been studied, and it is shown that with increasing Reφ, which characterizes the rotary motion of the liquid, the overlapping of the apertures with the incident flow increases. In the threedimensional form, the trajectories of the motion of suspended particles near the permeable surface of the filter element have been investigated, the hydrodynamic effect of purification for a perforated cylinder as a filter element has been proved under different flow regimes and the presence of a «buffer zone» is excluded, which excludes the contact of impurity particles with the penetrant cylinder surface. On the basis of an axisymmetric statement, the positive effect of the rotation of the end wall of the filter element on the hydrodynamics of the current, revealed in the containment of the diffusion of vortex zones from the bunker region to the working region of the filter, and the content of the particles in the hopper, was found. The dependence of the filter cleaning efficiency on the relative diameter and density of the particles of impurity and fluid density on the given filter design was obtained. The highest efficiency of the content of impurity particles in the bunker of the cylindrical and conical divergent configuration is determined. Experimental studies have been carried out to confirm the efficiency of 95 % of the proposed cleaning device from particles of 100…200 μm AMG-10 fluid and the adequacy of the obtained theoretical results to real physical processes. The difference between the calculated values and the resulting parameters obtained by the experiment was not more than 9 %.
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Lewin, Ina [Verfasser], Andreas [Akademischer Betreuer] Hoppe, and Christoph [Akademischer Betreuer] Schüth. "Optimierung eines geologischen 3D-Modells quartärer Sedimente unter Zuhilfenahme hydraulischer Daten am Beispiel der Hanau-Seligenstädter Senke Südhessen) / Ina Lewin ; Andreas Hoppe, Christoph Schüth." Darmstadt : Universitäts- und Landesbibliothek Darmstadt, 2017. http://d-nb.info/1127729292/34.

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Biswas, Soumya Verfasser], Rolf [Akademischer Betreuer] [Gutachter] [Daniel, Michael [Gutachter] Hoppert, et al. "Prokaryotic Biodiversity of Lonar Meteorite Crater Soda Lake Sediment and Community Dynamics During Microenvironmental pH Homeostasis by Metagenomics / Soumya Biswas. Betreuer: Rolf Daniel. Gutachter: Rolf Daniel ; Michael Hoppert ; Burkhard Morgenstern ; Fabian Commichau ; Kai Heimel ; Wilfried Kramer." Göttingen : Niedersächsische Staats- und Universitätsbibliothek Göttingen, 2016. http://d-nb.info/1112325328/34.

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Le, Roux F. G. "The lithostratigraphy of Cenozoic deposits along the south-east Cape coast as related to sea-level changes." Thesis, Stellenbosch : Stellenbosch University, 1989. http://hdl.handle.net/10019.1/67134.

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Thesis (MSc)--University of Stellenbosch, 1989.<br>AFRIKAANSE OPSOMMING: Senosoiese sedimente langs die suidooskus van die Kaapprovinsie is periodiek deur verskeie outeurs vir meer as 'n eeu bestudeer. In hierdie aanbieding word die Iiteratuur saamgevat en vele dubbelsinnige stratigrafiese onderverdelings en definisies opgeklaar. Die Senosoiese afsettings kan volgens oorsprong geklassifiseer word as marien, eolies en fluviaal. Die mariene afsettings, synde strand-, nabystrand-, estuarien of lagunale afsettings geassosieerd met transgressiewe/ regressiewe kusIyne, word nou op grond van kenmerkende litologiese, paleontologiese sowel as ouderdomsverskille onderverdeel in die Paleogeen Bathurst, Neogeen Alexandria en Kwaternere Salnova Foraasies. Die Laat-Plioseen tot Vroeg-Pleistoseen Nanaga Formasie, Middel- tot Laat- Pleistoseen Nahoon Formasie en die Holoseen Schel• Hoek Formasie vorm die kus-eoliese afsettings. AI die mariene en marienverwante (eoliese} formasies, gekenmerk deur kalkige klastiese afsettings, is saamgegroepeer in 'n nuutgedefinieerde Algoa Groep. Fluviale afsettings word onderverdeel in die Martindale, Kinkelbos, Bluewater Bay, Kudus Kloof en Sunland Formasies. Die onderskeie afsettings word gekorreleer met verskillende seevlakstande deur geologiese tye. Die vroegste Senosoiese transgressiewe/regressiewe siklus het in die Vroeg-Paleoseen begin en die hoogste aangetekende elevasie vir die era bereik. Die Bathurst Formasie is waarskynlik gedurende hierdie regressie afgeset. 'n Tweed~ kleiner transgressie/ regressiesiklus het plaasgevind gedurende die Laat-Eoseen tot Vroeg-Oligoseen. Sover tans bekend, kan geen afsetting in die dagsoomgebied van die Algoa Groep definitief met hierdie siklus in verband gebring word nie. Die volgende siklus, wat 'n transgressiewe maksimum van c. 250 m bereik het, het begin in die Middel-Mioseen en verstryk in die Vroee Plioseen. Mariene planasie van die kusplatform het gedurende die transgressie plaasgevind terwyl die Alexandria Formasie wat tans bo 120 m geleë is, gedurende die regressie afgeset is. Die Vroeg-Plioseen transgressie het waarskynlik 'n maksimum huidige hoogte van c. 120 m bereik, waartydens o.a. die 120 m branderstoep en "Humansdorpterras" gekerf is. Die Alexandria Formasie tans geleë tussen 60 en 120 m, is afgeset gedurende die Laat-Plioseen regressie. Hierdie regressie het verskeie relatief lang stilstande, wat waarskynlik die 106-m, 90- tot 100-m en 84-m branderstoepe verklaar, ondervind. Selfs die 60-m en 52-m kuslyne kon tydens hierdie regressie gevorm het. Voorlopige paleontologiese getuienis dui egter daarop dat die 60-m kuslyn 'n transgressiewe maksimum van 'n daaropvolgende siklus verteenwoordig, gevolg deur 'n regressie met minstens een beduidende stilstand by 52 m. Die Alexandria Formasie geleë tussen c. 60 en 30 m, is waarskynlik gedurende hierdie regressie gedeponeer, waartydens ook die Bluewater Bay, Kinkelbos en Kudus Kloof Formasies afgeset is. Gedurende die Kwaternêre transgressie/regressiesiklusse, waarvan minstens vier aangedui word, is die Salnova Formasie (afwesig bo 30 m) afgeset. Die Nahoon Formasie, wat ook op groot skaal op die kontinentale bank ontwikkel is, is gedeponeer gedurende die laaste twee Pleistoseen glasiale toe seevlakke tot benede -100 m gedaal het. Die Schelm Hoek Formasie wat tans nog afgeset word, het ontstaan uit die transgressiewe maksimum van die Flandriese transgressie aan die begin van die Holoseen.<br>ENGLISH ABSTRACT: Cenozoic sediments along the south-east coast of the Cape Province have been studied intermittently for more than a century by various authors. In this presentation the literature is reviewed and many ambiguous stratigraphic subdivisions and definitions are clarified. The Cenozoic deposits can be classified, according to origin, as marine, aeolian and fluvial. The marine deposits, being lagoonal deposits either beach, nearshore, estuarine or associated with transgressive/regressive shorelines, are now subdivided on the grounds of distinct lithological, palaeontological as well as age differences into the Palaeogene Bathurst, Neogene Alexandria and Quaternary Salnova Formations. The Late Pliocene to Early Pleistocene Nanaga Formation, the Hiddle to Late Pleistocene Nahoon Formation and the Holocene Schelm Hoek Formation constitute the coastal and marine-related aeolian deposits. All the marine (aeolian) formations, which are characterised by calcareous clastics, have been grouped together in a newly defined Algoa Group. Fluvial deposits are subdivided into the Martindale, Kinkelbos, Bluewater Bay, Kudus Kloof and Sunland Formations. The various deposits are correlated with different stands of sea-level through geological time. The earliest Cenozoic transgression/regression cycle started in the Early Palaeocene and reached the highest recorded altitude for the era. The Bathurst Formation was probably deposited during this regression. A second lesser transgression/regression cycle occurred in the Late Eocene to Early Oligocene. As far as is presently known, no deposit in the outcrop area of the Algoa Group can be definitely related to this cycle. The next cycle, which reached a transgressive maximum of c. 250 m, started in the Middle Miocene and terminated in the Early Pliocene. Marine planation of the coastal platform took place during the transgression, whilst the Alexandria Formation presently situated above 120 m, was deposited during the regression. The Early Pliocene transgression is considered to have reached a maximum present-day elevation of c. 120 m, during which the 120 m marine bench and "Humansdorp Terrace", amongst others, were carved. The Alexandria Formation presently situated between 60 and 120 m, was deposited during the Late Pliocene regression, which experienced several relatively long stillstands which probably account for the 106 m, 90 t.o 100 m and 8.4 m benches. Even the 60 m- and 52 m-shorelines could have been formed during this regression. Preliminary palaeontological evidence, however, suggests that the 60 m shoreline represents a transgressive maximum of a subsequent cycle followed by a regression with at least one significant stillstand at 52 m. The Alexandria Formation situated between c. 60 and 30 m, was probably deposited during this regression, which also saw the deposition of the Bluewater Bay, Kinkelbos and Kudus Kloof Formations. During the Quaternary transgression/regression cycles, of which at least four are indicated, the Salnova Formation (absent above 30 m) was deposited. The Nahoon Formation, which is also extensively developed on the continental shelf, was deposited during the last two Pleistocene glacials, when sea-levels receded to less than -100 m. The Schelm Hoek Formation, which is still being deposited, originated from the transgressive maximum of the Flandrian transgression at the start of the Holocene.
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Laurus, Kathryn Anne. "Gold distrubution in glacial sediments and soils at Spyder Lake, Hope Bay greenstone belt, NWT and the effects of a permafrost environment." Thesis, 1995. http://hdl.handle.net/2429/3704.

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There is a high potential for economic gold deposits in the Slave Structural Province, NWT. Gold exploration, however, is hampered by a complex cover of Quaternary sediments and limited bedrock outcrops. Furthermore, there is a lack of information on the glacial dispersion of gold and the effects, if any, of postglacial redistribution of gold under prevailing periglacial conditions. Therefore, the partitioning of gold among size and density fractions was determined for the various surficial materials in the vicinity of, and down-ice from, known gold mineralization in the southeastern portion of the Hope Bay Greenstone Belt, 650 km northeast of Yellowknife, NWT. Terrain mapping by Ryder (1992) identified several types of surficial materials consisting of weathered rock, till, marine sediments and mixtures of the different types. Soil and humus samples were collected from thirty-seven pits along five lines on the Wally Grid. The lowermost horizons from each pit, and A and B horizons from selected soil pits, were wet sieved into four size fractions between 2000 um and 212 um; the resulting -212 um fraction was analyzed for gold by fire assay-atomic absorption spectroscopy (FA-AAS). Samples from one grid line were further sieved to obtain the -53 um fraction which was analyzed for gold by FA-AAS. LFH horizons and bog samples were milled to -1000 um and organic-rich soils (Ah and O lenses) were dry sieved to -70 um, and were analyzed for gold by neutron activation analysis. Regional till samples down-ice from known mineralization were wet sieved into six size fractions. The -53 um fraction and light and heavy mineral separates of the - 212+106 um and -106+53 um fractions were analyzed for gold by FA-AAS. The -53 um fraction was analyzed for gold by aqua regia column-inductively coupled plasma spectrometry (AR column-ICP). Two distinct types of geochemical anomalies were identified in the study area: (i) an older gold anomaly in regional till, and (ii) a younger gold anomaly in locally-derived materials. Gold results of heavy mineral concentrates (HMC) of the -106+53 um fraction and the silt-clay (-53 um) fraction of regional till identified an anomalous gold zone that is detected for at least 2 km down-ice. Although the contrast and gold concentrations in the silt-clay are lower, the -53 um fraction of regional till contains over 60% of the gold with most of the balance residing in the -106+53 um HMC fraction. For the younger anomaly, gold concentrations in soil profiles decrease from the upper A and B horizons to lower C horizons. Exceptions occur, however, for horizons directly overlying mineralized bedrock; in these cases, gold values increase with depth. In cross section, anomalous gold zones have a 'mushroom-shaped' vertical distribution pattern in which the anomalous zone defined by the near-surface horizons is 10 to 50 m broader than the anomaly in the underlying horizons. Gold values from weathered rock are typically 10x to 100x greater than from other surficial materials as they contain a high proportion of weathered, local bedrock fragments. Results show there is no systematic variation of gold values across the surface of individual frost boils developed in these weathered rock materials. For reconnaissance scale exploration, a 500 g sample of -2 mm field material should be collected from the central portion of regional till frost boils. A 50 g subsample of the -53 um fraction should be analyzed for gold by a reliable analytical method having a low detection limit for gold. Considering the width and length of the gold dispersal train, a rectangular sampling grid should be utilized whereby grid lines oriented perpendicular to ice flow direction are spaced 500 m apart and samples collected every 40 m. As a complement to gold results from the -53 um fraction, a large, 2 to 5 kg field sample could be used to analyze the -106+53 um HMC fraction for gold. Costs would increase but would be worthwhile to provide an extra degree of assurance in identifying gold anomalies. For property scale exploration, a representative 30 g subsample of the -53 urn fraction could be analyzed by FA-AAS. However, although the -53 um fraction contains over 75% of the gold for the local materials, sample representativity is only slightly reduced if a 30 g subsample of the -212 um fraction is analyzed for gold. In most cases, a 500 g field sample of -2 mm material should initially be collected at 10 to 20 m spacings along grid lines 100 m apart. Infill sampling lines should be spaced at 50 m. It appears that marine sediments blanket geochemical anomalies but additional research is needed to address this problem, and to suggest a possible geochemical method that could be used in these areas.
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Books on the topic "Sediment hopper"

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An Attempt to evaluate the effects of an anti-turbidity system on sediment dispersion from a hopper dredge. U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, Environmental Research Laboratories, Pacific Marine Environmental Laboratory, 1989.

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An Attempt to evaluate the effects of an anti-turbidity system on sediment dispersion from a hopper dredge. U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, Environmental Research Laboratories, Pacific Marine Environmental Laboratory, 1989.

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30 лет программе «Байкал-бурение». Академическое изд-во «Гео», 2020. http://dx.doi.org/10.21782/b978-5-6043022-3-1.

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The book is devoted to the International Baikal Drilling Project, a part of the program «Global changes of the environment and climate», accomplished by the Russian, American and Japanese scientists. Much attention is given to the fact that the Baikal Drilling team acted as a single, solid team. The major results obtained from those studies were described in numerous publications published in various Russian and International journals. We hope that the book will be interesting for young scientists, so that they can feel an interest in studying the secrets of nature. The project was accomplished owing to the efforts of M.I. Kuzmin, V.S. Antipin, A.V. Goreglyad, V.F. Geletyi, G.V. Kalmychkov (Institute of Geochemistry, SB RAS), M.A Grachev, O.M. Khlystov (Limnological Institute, SB RAS). Many problems that arouse in the project management were solved with the assistance of V.A. Fialkov, Director of the Baikal Museum, SB RAS, A.A. Bukharov, Vive-Director of the Baikal Museum, and the translators T. V. Bunaeva and M. Yu. Khomutova. The book not only describes a difficult work in the ice of Lake Baikal, but also presents the valuable data on the mineral composition of the bottom sediments, the discovery of Baikal gas hydrates, and the evolution of the landscapes and climate of the Baikal region in the Late Cenozoic. Modern methods of electron-probe x-ray spectral microanalysis and isotope geochemistry are described in detail. All this, as well as the methods of modeling real mineral associations, make this book valuable for researchers in different fields of science.
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Book chapters on the topic "Sediment hopper"

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Langston, Nancy. "Ecological History of the Lake Superior Basin." In Sustaining Lake Superior. Yale University Press, 2017. http://dx.doi.org/10.12987/yale/9780300212983.003.0001.

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The cumulative ecological changes from the fur trade, mining, logging, and farming on Lake Superior were profound. While contemporary observers understood that these rapid changes might cause problems, it was rare to recognize that Lake Superior’s geological context and history made the watershed particularly vulnerable to sudden ecological change. After the retreat of the ice, the Canadian Shield’s thin soils and high resistance of its rocks to weathering had ensured that Lake Superior was biologically unproductive and slow to accumulate sediments. Lake Superior’s geographic context meant that its waters were very cold, and that coldness shaped its ecology in profound ways. Lake Superior’s enormous size, which made planners hope that dilution might be the solution to pollution, actually worked against them. Lake Superior is large enough and cold enough that when thermal bars form, as mentioned above, they hold pollution where people and fish are more likely to encounter it.
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"Fishery Resources, Environment, and Conservation in the Mississippi and Yangtze (Changjiang) River Basins." In Fishery Resources, Environment, and Conservation in the Mississippi and Yangtze (Changjiang) River Basins, edited by Jonathan W. F. Remo. American Fisheries Society, 2016. http://dx.doi.org/10.47886/9781934874448.ch11.

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&lt;em&gt;Abstract&lt;/em&gt;.—Substantial investment in the engineering of the Mississippi River and its tributaries over the past ~200 years by the U.S. federal government has resulted in its transformation into one of the most regulated and intensively managed river systems in the world. The regulation and management of the Mississippi River system for a select set of ecosystem services has provided substantial economic benefits to the United States. These economic benefits include the transportation of goods, the reduction of flood risk to floodplain communities and agricultural lands, securing or increasing water supply, and reliable energy production. However, these benefits have come with substantial externalities such as altered hydrology, altered river hydraulics, decreased sediment load, changes in the pattern of delta sedimentation, increased nutrient loads, reduced habitat diversity, decreased ecological diversity, and degraded water quality. In this chapter, the natural, management, and engineering histories of the Mississippi River are reviewed. The purpose of this review is to describe the evolution of river management for harnessing the current services the river provides and the environmental and social externalities resulting from the management actions. It is hoped this holistic review of the Mississippi River will assist in leading toward a more complete and integrated vision for the management of this coupled natural–human river system.
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John Tekwa, Ijasini, and Abubakar Musa Kundiri. "Evaluation of Soil Erosion and Its Prediction Protocols around the Hilly Areas of Mubi Region, Northeast Nigeria." In Soil Science - Emerging Technologies, Global Perspectives and Applications [Working Title]. IntechOpen, 2021. http://dx.doi.org/10.5772/intechopen.100477.

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Soil erosion is a severe degradation phenomena that has since received huge attention among earth scientists in the developed worlds, and same efforts are now extending to Africa and other parts of underdeveloped worlds. This chapter focuses on collation, analyzing and appraising of soil ero¬sion studies around Mubi region, Northeast Nigeria, where the Mandara mountain ranges is notably responsible for spurring soil erosion. This chapter reviewed reports on the: (a) Mubi regional soil properties, erosion processes and principles of their occurrence, (b) soil erosion predictions using empirical and physically-based models by researchers, and, (c) economicimplications and managements of soil erosion in the region. This chapter reveals that classical and rill/ephemeral gully (EG) erosion features received more research attention than surface erosion such as splash and sheet. No information was reported on effects of landslides/slumping noticeable along rivers/stream banks around the region. The few economic analysis reported for soil nutrient and sediments entrained by concentrated flow channels were very high and intolerable to the predominantly peasant farmers in the region. It is hoped that the considerable volumes of erosion researches and recommendations assembled in this chapter shall be carefully implemented by prospective farmers, organizations, and residents in the Mubi region.
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Bethke, Craig M. "Introduction." In Geochemical Reaction Modeling. Oxford University Press, 1996. http://dx.doi.org/10.1093/oso/9780195094756.003.0005.

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As geochemists, we frequently need to describe the chemical states of natural waters, including how dissolved mass is distributed among aqueous species, and to understand how such waters will react with minerals, gases, and fluids of the Earth's crust and hydrosphere. We can readily undertake such tasks when they involve simple chemical systems, in which the relatively few reactions likely to occur can be anticipated through experience and evaluated by hand calculation. As we encounter more complex problems, we must rely increasingly on quantitative models of solution chemistry and irreversible reaction to find solutions. The field of geochemical modeling has grown rapidly since the early 1960s, when the first attempt was made to predict by hand calculation the concentrations of dissolved species in seawater. Today's challenges might be addressed by using computer programs to trace many thousands of reactions in order, for example, to predict the solubility and mobility of forty or more elements in buried radioactive waste. Geochemists now use quantitative models to understand sediment diagenesis and hydrothermal alteration, explore for ore deposits, determine which contaminants will migrate from mine tailings and toxic waste sites, predict scaling in geothermal wells and the outcome of steam-flooding oil reservoirs, solve kinetic rate equations, manage injection wells, evaluate laboratory experiments, and study acid rain, among many examples. Teachers let their students use these models to learn about geochemistry by experiment and experience. Many hundreds of scholarly articles have been written on the modeling of geochemical systems, giving mathematical, geochemical, mineralogical, and practical perspectives on modeling techniques. Dozens of computer programs, each with its own special abilities and prejudices, have been developed (and laboriously debugged) to analyze various classes of geochemical problems. In this book, I attempt to treat geochemical modeling as an integrated subject, progressing from the theoretical foundations and computational concerns to the ways in which models can be applied in practice. In doing so, I hope to convey, by principle and by example, the nature of modeling and the results and uncertainties that can be expected. Hollywood may never make a movie about geochemical modeling, but the field has its roots in top-secret efforts to formulate rocket fuels in the 1940s and 1950s.
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Conference papers on the topic "Sediment hopper"

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SMITH, S. JARRELL, ANTHONY M. PRIESTAS, DUNCAN B. BRYANT, KATHERINE E. BRUTSCHÉ, and KELSEY A. FALL. "SEDIMENT SORTING BY HOPPER DREDGING AND PLACEMENT OPERATIONS." In International Conference on Coastal Sediments 2019. WORLD SCIENTIFIC, 2019. http://dx.doi.org/10.1142/9789811204487_0245.

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van Rhee, C. "Numerical Simulation of the Backfilling Process of a Trench Using a Trailing Suction Hopper Dredge." In ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2011. http://dx.doi.org/10.1115/omae2011-49528.

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Deposition of sediment by means of discharging via the bottom doors of a Trailing Suction Hopper Dredge is a method often used. This method can be deployed for land reclamation and backfilling of trenches for pipelines or outfalls. The sediment will leave the hopper as a mixture of sand and water. Sand will settle from this mixture. The shape of the under water body is governed by the dynamic settling process from a (sometimes highly concentrated) density current. Slopes angles and density of the sand body and possible segregation is depending on the discharge production, sediment characteristics, water depth and ambient current. In the paper the discharge process is simulated using a 2 dimensional numerical model based on the Reynolds Averaged Navier-Stokes equations. In this model the momentum and sediment transport equations are solved. The model includes a morphological module therefore slopes angles can be predicted. The computational results are validated using laboratory tests. The efficiency of the backfilling process, expressed as the ratio between the volumes of settled sediment in the trench and the discharged sediment, is determined as a function of the domination process parameters.
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PRIESTAS, ANTHONY M., JACOB F. BERKOWITZ, and CHRISTINE M. VANZOMEREN. "PREDICTING COLOR CHANGE OF DREDGE SEDIMENT FROM FINE SEDIMENT LOSSES AND MIXING THROUGH HOPPER DREDGING AND BEACH PLACEMENT." In International Conference on Coastal Sediments 2019. WORLD SCIENTIFIC, 2019. http://dx.doi.org/10.1142/9789811204487_0244.

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Kleb, H. R., and R. L. Zelmer. "Remediating While Preserving Wetland Habitat at an LLR Waste Site in Canada." In The 11th International Conference on Environmental Remediation and Radioactive Waste Management. ASMEDC, 2007. http://dx.doi.org/10.1115/icem2007-7088.

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The Low-Level Radioactive Waste Management Office was established in 1982 to carry out the federal government’s responsibilities for low-level radioactive (LLR) waste management in Canada. The Office operates programs to characterize, delineate, decontaminate and consolidate historic LLR waste for interim and long-term storage. In this capacity, the Office is currently considering the remediation of 9,000 cubic metres of contaminated sediment in a coastal marsh in the context of a major remediation project involving multiple urban sites. The marsh is situated between the Lake Ontario shoreline and the urban fringe of the Town of Port Hope. The marsh is designated a Cattail Mineral Shallow Marsh under the Ecological Land Classification system for Southern Ontario and was recently named the A.K. Sculthorpe Marsh in memory of a local community member. The marsh remediation will therefore require trade offs between the disruption of a sensitive wetland and the removal of contaminated sediment. This paper discusses the issues and trade-offs relating to the waste characterization, environmental assessment and regulatory findings and thus the remediation objectives for the marsh. Considerations include the spatial distribution of contaminated sediment, the bioavailability of contaminants, the current condition of the wetland and the predicted effects of remediation. Also considered is the significance of the wetland from provincial and municipal regulatory perspectives and the resulting directives for marsh remediation.
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Hartono, B. ,. M. "Biomarker Characteristic of Kelesa Oil Shale As Evidence of The Source of Organic Matter, Depositional Environment, and Maturity Interpretation." In Digital Technical Conference. Indonesian Petroleum Association, 2020. http://dx.doi.org/10.29118/ipa20-sg-316.

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Biomarker analyses can provide information about the source of organic matter, depositional environment, and maturity of source rock that is very useful for basin evaluation and understanding the petroleum system. In this paper, the study focuses on biomarker characterization of the Kelesa Formation that is situated in the Central Sumatra Basin, one of the petroliferous basins in Indonesia. This Eocene formation is equivalent to the Pematang Formation that is well known as acting as source rock in the Central Sumatra Basin. Thirty fresh outcrop samples were taken for biomarker analysis, with specification fourteen samples for gas chromatography and sixteen samples for gas chromatography-mass spectrometry. The gas chromatography analysis was done with a Perkin Elmer Clarus 600 type instrument while the mass spectrometry was done using a Perkin Elmer Clarus SQ 8C instrument. The results show that the organic matter dominantly comes from terrestrial plants with minor input from planktonic algae. Moreover, possible Botryococcus braunii input in the sediment suggests that the Kelesa Formation has been deposited in a lacustrine environment. Since the Kelesa Formation was deposited in a lacustrine environment, this formation is expected to be highly oil-prone source rock. The maturity biomarker indicators suggest that the formation does not reach appropriate maturity to expel hydrocarbon. However, the formation still has very good potential for oil shale resources. This study supports the previous study in the Kelesa Formation, and improves the understanding of the depositional history of the Kelesa Formation and the potential of the Kelesa Formation as oil shale resources. Moreover, the authors hope that this study can support recent basin evaluation and improve the understanding of the petroleum system in the Central Sumatra Basin.
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Reports on the topic "Sediment hopper"

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Bryant, Duncan, Anthony Priestas, S. Smith, and Katherine Brutsche. Sediment sorting by hopper dredging and pump-out operations : sampling methods and analysis. Engineer Research and Development Center (U.S.), 2020. http://dx.doi.org/10.21079/11681/37656.

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Priestas, Anthony, S. Smith, and Katherine Brutsche. Sediment sorting by hopper dredging and pump-out operations : conceptual model and literature review. Engineer Research and Development Center (U.S.), 2020. http://dx.doi.org/10.21079/11681/36997.

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