Coffee processing residues as a soil potassium amendment

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

Interpretação racional do ensaio DPL

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Modellazione bidimensionale della propagazione nell'entroterra della inondazione da mare negli scenari dei previsti cambiamenti climatici

Le ricerche di carattere eustatico, mareografico, climatico, archeologico e geocronologico, sviluppatesi soprattutto nell’ultimo ventennio, hanno messo in evidenza che gran parte delle piane costiere italiane risulta soggetta al rischio di allagamento per ingressione marina dovuta alla risalita relativa del livello medio del mare. Tale rischio è la conseguenza dell’interazione tra la presenza di elementi antropici e fenomeni di diversa natura, spesso difficilmente discriminabili e quantificabili, caratterizzati da magnitudo e velocità molto diverse tra loro. Tra le cause preponderanti che determinano l’ingressione marina possono essere individuati alcuni fenomeni naturali, climatici e geologici, i quali risultano fortemente influenzati dalle attività umane soprattutto a partire dal XX secolo. Tra questi si individuano: - la risalita del livello del mare, principalmente come conseguenza del superamento dell’ultimo acme glaciale e dello scioglimento delle grandi calotte continentali; - la subsidenza. Vaste porzioni delle piane costiere italiane risultano soggette a fenomeni di subsidenza. In certe zone questa assume proporzioni notevoli: per la fascia costiera emiliano-romagnola si registrano ratei compresi tra 1 e 3 cm/anno. Tale subsidenza è spesso il risultato della sovrapposizione tra fenomeni naturali (neotettonica, costipamento di sedimenti, ecc.) e fenomeni indotti dall’uomo (emungimenti delle falde idriche, sfruttamento di giacimenti metaniferi, escavazione di materiali per l’edilizia, ecc.); - terreni ad elevato contenuto organico: la presenza di depositi fortemente costipabili può causare la depressione del piano di campagna come conseguenza di abbassamenti del livello della falda superficiale (per drenaggi, opere di bonifica, emungimenti), dello sviluppo dei processi di ossidazione e decomposizione nei terreni stessi, del costipamento di questi sotto il proprio peso, della carenza di nuovi apporti solidi conseguente alla diminuita frequenza delle esondazioni dei corsi d’acqua; - morfologia: tra i fattori di rischio rientra l’assetto morfologico della piana e, in particolare il tipo di costa (lidi, spiagge, cordoni dunari in smantellamento, ecc. ), la presenza di aree depresse o comunque vicine al livello del mare (fino a 1-2 m s.l.m.), le caratteristiche dei fondali antistanti (batimetria, profilo trasversale, granulometria dei sedimenti, barre sommerse, assenza di barriere biologiche, ecc.); - stato della linea di costa in termini di processi erosivi dovuti ad attività umane (urbanizzazione del litorale, prelievo inerti, costruzione di barriere, ecc.) o alle dinamiche idro-sedimentarie naturali cui risulta soggetta (correnti litoranee, apporti di materiale, ecc. ). Scopo del presente studio è quello di valutare la probabilità di ingressione del mare nel tratto costiero emiliano-romagnolo del Lido delle Nazioni, la velocità di propagazione del fronte d’onda, facendo riferimento allo schema idraulico del crollo di una diga su letto asciutto (problema di Riemann) basato sul metodo delle caratteristiche, e di modellare la propagazione dell’inondazione nell’entroterra, conseguente all’innalzamento del medio mare . Per simulare tale processo è stato utilizzato il complesso codice di calcolo bidimensionale Mike 21. La fase iniziale di tale lavoro ha comportato la raccolta ed elaborazione mediante sistema Arcgis dei dati LIDAR ed idrografici multibeam , grazie ai quali si è provveduto a ricostruire la topo-batimetria di dettaglio della zona esaminata. Nel primo capitolo è stato sviluppato il problema del cambiamento climatico globale in atto e della conseguente variazione del livello marino che, secondo quanto riportato dall’IPCC nel rapporto del 2007, dovrebbe aumentare al 2100 mediamente tra i 28 ed i 43 cm. Nel secondo e terzo capitolo è stata effettuata un’analisi bibliografica delle metodologie per la modellazione della propagazione delle onde a fronte ripido con particolare attenzione ai fenomeni di breaching delle difese rigide ed ambientali. Sono state studiate le fenomenologie che possono inficiare la stabilità dei rilevati arginali, realizzati sia in corrispondenza dei corsi d’acqua, sia in corrispondenza del mare, a discapito della protezione idraulica del territorio ovvero dell’incolumità fisica dell’uomo e dei territori in cui esso vive e produce. In un rilevato arginale, quale che sia la causa innescante la formazione di breccia, la generazione di un’onda di piena conseguente la rottura è sempre determinata da un’azione erosiva (seepage o overtopping) esercitata dall’acqua sui materiali sciolti costituenti il corpo del rilevato. Perciò gran parte dello studio in materia di brecce arginali è incentrato sulla ricostruzione di siffatti eventi di rottura. Nel quarto capitolo è stata calcolata la probabilità, in 5 anni, di avere un allagamento nella zona di interesse e la velocità di propagazione del fronte d’onda. Inoltre è stata effettuata un’analisi delle condizioni meteo marine attuali (clima ondoso, livelli del mare e correnti) al largo della costa emiliano-romagnola, le cui problematiche e linee di intervento per la difesa sono descritte nel quinto capitolo, con particolare riferimento alla costa ferrarese, oggetto negli ultimi anni di continui interventi antropici. Introdotto il sistema Gis e le sue caratteristiche, si è passati a descrivere le varie fasi che hanno permesso di avere in output il file delle coordinate x, y, z dei punti significativi della costa, indispensabili al fine della simulazione Mike 21, le cui proprietà sono sviluppate nel sesto capitolo.

Physikalische Eigenschaften kolloidaler Festkörper

In dieser Arbeit wird das Phasenverhalten fluid-kristallin und kristallin-amorph, die elastischen Eigenschaften, das Nukleationsverhalten und das diffusive Verhalten ladungsstabilisierter Kolloide aus sphärischen Polystyrol- und Polytetrafluorethylenpartikeln in wässerigen Dispersionsmitteln bei sehr geringem Fremdionengehalt systematisch untersucht. Die dazugehörigen Messungen werden an einer neuartigen selbstkonstruierten Kombinationslichtstreuapparatur durchgeführt, die die Meßmethoden der dynamischen Lichtstreuung, statischen Lichtstreuung und Torsionsresonanzspektroskopie in sich vereint. Die drei Meßmethoden sind optimal auf die Untersuchung kolloidaler Festkörper abgestimmt. Das elastische Verhalten der Festkörper kann sehr gut durch die Elastizitätstheorie atomarer Kristallsysteme beschrieben werden, wenn ein Debye-Hückel-Potential im Sinne des Poisson-Boltzmann-Cell Modells als Wechselwirkungspotential verwendet wird. Die ermittelten Phasengrenzen fluid-kristallin stehen erstmalig in guter Übereinstimmung mit Ergebnissen aus molekulardynamischen Simulationen, wenn die in der Torsionsresonanzspektroskopie bestimmte Wechselwirkungsenergie zu Grunde gelegt wird. Neben der Gleichgewichtsstruktur sind Aussagen zur Verfestigungskinetik möglich. Das gefundene Nukleationserhalten kann gut durch die klassische Nukleationstheorie beschrieben werden, wenn bei niedriger Unterkühlung der Schmelze ein Untergrund heterogener Keimung berücksichtigt wird. PTFE-Partikel zeigen auch bei hohen Konzentrationen nur geringfügige Mehrfachstreuung. Durch ihren Einsatz ist erstmals eine systematische Untersuchung des Glasübergangs in hochgeladenen ladungsstabilisierten Systemen möglich. Ladungsstabilisierte Kolloide unterscheiden sich vor allem durch ihre extreme Kristallisationstendenz von früher untersuchten Hartkugelsystemen. Bei hohen Partikelkonzentrationen (Volumenbrüche größer 10 Prozent) kann ein glasartiger Festkörper identifiziert werden, dessen physikalisches Verhalten die Existenz eines Bernalglases nahe legt. Der Glasübergang ist im Vergleich mit den in anderen kolloidalen Systemen und atomaren Systemen beobachteten Übergängen von sehr unterschiedlichem Charakter. Im verwendeten PTFE-System ist auf Grund der langreichweitigen stark repulsiven Wechselwirkung kein direkter Zugang des Glaszustandes aus der übersättigten Schmelze möglich. Der amorphe Festkörper entsteht hier aus einer nanokristallinen Phase. Die Keimrate steigt im zugänglichen Meßbereich annähernd exponentiell mit der Partikelanzahldichte, so daß man feststellen kann, daß der Glaszustand nicht durch Unterdrückung der Nukleation, sondern durch eine Forcierung derselben erreicht wird.

Application of Submerged Grouted Anchors in Sheet Pile Quay Walls

Sheet pile walls are one of the oldest earth retention systems utilized in civil engineering projects. They are used for various purposes; such as excavation support system, cofferdams, cut-off walls under dams, slope stabilization, waterfront structures, and flood walls. Sheet pile walls are one of the most common types of quay walls used in port construction. The worldwide increases in utilization of large ships for transportation have created an urgent need of deepening the seabed within port areas and consequently the rehabilitation of its wharfs. Several methods can be used to increase the load-carrying capacity of sheet-piling walls. The use of additional anchored tie rods grouted into the backfill soil and arranged along the exposed wall height is one of the most practical and appropriate solutions adopted for stabilization and rehabilitation of the existing quay wall. The Ravenna Port Authority initiated a project to deepen the harbor bottom at selected wharves. An extensive parametric study through the finite element program, PLAXIS 2D, version 2012 was carried out to investigate the enhancement of using submerged grouted anchors technique on the load response of sheet-piling quay wall. The influence of grout-ties area, length of grouted body, anchor inclination and anchor location were considered and evaluated due to the effect of different system parameters. Also a comparative study was conducted by Plaxis 2D and 3D program to investigate the behavior of these sheet pile quay walls in terms of horizontal displacements induced along the sheet pile wall and ground surface settlements as well as the anchor force and calculated factor of safety. Finally, a comprehensive study was carried out by using different constitutive models to simulate the mechanical behavior of the soil to investigate the effect of these two models (Mohr-Coulomb and Hardening Soil) on the behavior of these sheet pile quay walls.

Planktonic foraminifera in the trans-tropical Pacific Ocean

Cores from four Ocean Drilling Program (ODP) sites were examined for planktonic foraminifers. One sample per core (from core-catchers in Holes 806B and 807B and from Section 4 in Holes 847B and 852B) was examined through the interval representing the last 5.8 m.y. Sites 806 (0°19.1'N; 159°21.7'E) and 847 (0o12.1'N; 95°19.2'W) are beneath the equatorial divergence zone. Sites 807 (3°36.4'N; 156°37.5'E) and 852 (5°19.6'N; 110°4.6'W) are located north of the equator in the convergence zone created by the interaction of the westward-flowing South Equatorial Current (SEC) and the eastward-flowing North Equatorial Countercurrent (NECC). Specimens were identified to species and then grouped according to depth habitat and trophic level. Species richness and diversity were also calculated. Tropical neogloboquadrinids have been more abundant in the eastern than in the western equatorial Pacific Ocean throughout the last 5.8 m.y. During the mid-Pliocene (3.8-3.2 Ma), their abundance increased at all sites, while during the Pleistocene (after ~ 1.6 Ma), they expanded in the east and declined in the west. This suggests an increase in surface-water productivity across the Pacific Ocean during the closing of the Central American seaway and an exacerbation of the productivity asymmetry between the eastern and western equatorial regions during the Pleistocene. This faunal evidence agrees with eolian grain-size data (Hovan, 1995) and diatom flux data (Iwai, this volume), which suggest increases in tradewind strength in the eastern equatorial Pacific that centered around 3.5 and 0.5 Ma. The present longitudinal zonation of thermocline dwelling species, a response to the piling of warm surface water in the western equatorial region of the Pacific, seems to have developed after 2.4 Ma, not directly after the closing of the Panama seaway (3.2 Ma). Apparently, after 2.4 Ma, the piling warm water in the west overwhelmed the upwelling of nutrients into the photic zone in that region, creating the Oceanographic asymmetry that exists in the modern tropical Pacific and is reflected in the microfossil record. In the upper Miocene and lower Pliocene sediments, the ratio of thermocline-dwelling species to mixed-layer dwellers is 60%:40%. During the mid-Pliocene, the western sites became 40% thermocline and 60% mixed-layer dwellers. Subsequent to -2.4 Ma, the asymmetry increased to 20%: 80% in the west and the reverse in the east. This documents the gradual thickening of the warm-water layer piled up in the western tropical Pacific over the last 5.8 m.y. and reveals two "steps" in the biotic trend that can be associated with specific events in the physical environment.

Sedimentology of ODP Leg 104 holes

The long-term record of glacial/interglacial cycles indicates three major paleoceanographic regimes in the Norwegian Sea. The period since the first major glaciation over Scandinavia at 2.56 Ma is characterized by high-frequency, low-amplitude oscillations of ice-rafted debris inputs, a lowered salinity, and decreased carbonate shell production in surface waters as well as overall strong carbonate dissolution at the sea floor. These conditions indicate a more zonal circulation pattern in the Northern Hemisphere and a relative isolation of surface and bottom waters in the Norwegian Sea. The generally temperate glacial climate was only interrupted by episodic weak intrusions of warm Atlantic waters. These intrusions have been detected in considerable magnitude only at Site 644, and thus are restricted to areas much closer to the Norwegian shelf than during earlier periods. The interval from 1.2 to 0.6 Ma is characterized by an increase in carbonate shell production and a better preservation, as well as a change in frequency patterns of ice-rafted debris inputs. This pattern reflects increasing meridionality in circulation-strengthening contrasts in the Norwegian Sea between strong glaciations and warm interglacials. The past 0.6 Ma reveal high-amplitude oscillations in carbonate records that are dominated by the 100-k.y. frequency pattern. Glacial/interglacial sedimentary cycles in the ODP Leg 104 drill sites reveal a variety of specific dark lithofacies. These dark diamictons reflect intense iceberg rafting in surface waters fed by surges along the front of marine-based parts of the continental ice sheets in the southeastern sector of the Norwegian Sea and are associated with resuspension of reworked fossil organic carbon and strong dissolution at the sea floor. Piling up of huge iceberg barriers along the Iceland-Faeroe-Scotland Ridge might have partially blocked off surface water connections with the North Atlantic during these periods

Ukraine's cooperation with the IMF - unfulfilled hopes for deeper reforms. OSW Commentary No. 52, 2011-06-15

The Party of Regions took power in early 2010, after Ukraine had been plunged deep in economic crisis. Over the next year, with the external markets recovering, the country’s economic situation started to improve gradually. Ukraine’s economic stabilisation was also strengthened by its resumed cooperation with the International Monetary Fund, which provided for a loan worth $15.1 billion. The issuing of successive tranches of the loan was made dependent on the implementation of a comprehensive reform programme. The cooperation went quite smoothly at first; however, as the economic situation in Ukraine improved, the reformist zeal of the Ukrainian government started to fade, and obstacles began piling up. As a result, Ukraine was refused the third tranche, scheduled for this March, and for the moment the credit line remains frozen. Even though the IMF has numerous reservations about the Ukrainian government’s economic policy, the fundamental condition for resuming cooperation is reform of the pension system, which the parliament should adopt. The difficulties with fulfilling the obligations made to the IMF reflect the wider problem with implementing reforms in Ukraine, as the Party of Regions promised after taking power. Changes which do not affect the interests of influential lobbies are quite easy to carry out. Often, however, these changes are not conducive to the economy’s liberalisation; moreover, the influential lobbies are successful in blocking reforms that could harm their businesses. Another impediment to the changes is that some reforms are likely to bring about painful social consequences, and that can affect public support for the ruling group. Even though theoretically possible, it does not seem likely that Ukraine’s cooperation with the IMF will be terminated. But even if this cooperation is continued, deeper reforms in Ukraine are likely to be postponed until after the parliamentary elections in autumn 2012.

Wave loading on vertical sheet-pile groins and jetties /

"January 1981."

Soil investigations. Foundations. Heavy construction.

Cover-title.

Closely spaced piles as a breakwater /

Mode of access: Internet.

Drilled and grouted micropiles : state-of-practice review /

Cover title.

Die Baumaschinen.

Mode of access: Internet.

Corrosion and protection of steel piles in a natural seawater environment /

Mode of access: Internet.