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161.
Massimiliano Guzzo 《Icarus》2005,174(1):273-284
In this paper we numerically detect the web of three-planet resonances (i.e., resonances among mean anomalies, nodes and perihelia of three planets) with respect to the variation of the semi-major axis of Saturn and Jupiter, in a model including the planets from Jupiter to Neptune. The measure confirms the relevance of these resonances in the long-term evolution of the outer Solar System and provides a technique to identify some of the related coefficients. 相似文献
162.
163.
Giuseppe Gambolati Pietro Teatini Massimiliano Ferronato Tazio Strozzi Luigi Tosi Mario Putti 《地学学报》2009,21(6):467-473
A programme of Venice uplift because of seawater injection into a 600–800 m deep brackish aquifer underlying the lagoon has recently been advanced. As the actual spatial variability of the hydro‐geological parameters is to a large extent unknown, a controversial issue concerns the 25–30 cm heave prediction with the possible generation of differential displacements that might jeopardize the integrity of the architectural patrimony. It is shown that significant differential displacements have occurred in Venice in the past and are still presently occurring as evidenced by SAR interferometry. The results of a stochastic analysis addressing the variability of the hydraulic conductivity of the injected formation indicate that even a highly uneven aquifer expansion does not migrate to ground surface because of the smoothing effect exerted by the overburden. The predicted differential displacements are well below the values Venice is experiencing. Any a priori alarmism appears to be unfounded and unjustified. 相似文献
164.
Massimiliano Ghinassi Andrè C. Colonese Zelia Di Giuseppe Lisa Govoni Domenico Lo Vetro Giulia Malavasi Fabio Martini Silvia Ricciardi Benedetto Sala 《第四纪科学杂志》2009,24(4):383-398
Clastic sediments deposited in caves and rock shelters bear peculiar sedimentological characteristics and have seldom been considered as a high‐resolution proxy record of climatic or environmental changes. The Romito Cave has its entrance at 275 m above sea level, about 25 km from the Tyrrhenian coast of Calabria, southern Italy. New archaeological excavation performed since 2000 has revealed a sedimentary succession spanning the record of Gravettian to Late Epigravettian cultures (Late Pleistocene). The present study focuses on the lower part (2.5 m thick) of the succession, where three main unconformity‐bounded stratigraphic units have been recognised (labelled RM1–3). Each unit consists of water‐lain deposits indicating high‐ to low‐competence flow, capped with anthropogenic deposits. The gradual deactivation and reactivation of the water drainage between 23 475 ± 190 and 16 250 ± 500 cal. a BP is correlated with regional precipitation changes due to the onset of dry climatic conditions of the Last Glacial Maximum. However, the deactivation of cave drainage after the deposition of unit RM3, around 15 400 ± 500 cal. a BP, deviates from the regional hydrological trend of progressively increasing water discharges and is attributed to the drainage cut‐off by probable cave wall collapses. Copyright © 2008 John Wiley & Sons, Ltd. 相似文献
165.
Andrew J. L. Harris Massimiliano Favalli Francesco Mazzarini Christopher W. Hamilton 《Bulletin of Volcanology》2009,71(4):459-474
We use a kinematic GPS and laser range finder survey of a 200 m-long section of the Muliwai a Pele lava channel (Mauna Ulu,
Kilauea) to examine the construction processes and flow dynamics responsible for the channel–levee structure. The levees comprise
three packages. The basal package comprises an 80–150 m wide ′a′a flow in which a ∼2 m deep and ∼11 m wide channel became
centred. This is capped by a second package of thin (<45 cm thick) sheets of pahoehoe extending no more than 50 m from the
channel. The upper-most package comprises localised ′a′a overflows. The channel itself contains two blockages located 130 m
apart and composed of levee chunks veneered with overflow lava. The channel was emplaced over 50 h, spanning 30 May–2 June,
1974, with the flow front arriving at our section (4.4 km from the vent) 8 h after the eruption began. The basal ′a′a flow
thickness yields effusion rates of 35 m3 s−1 for the opening phase, with the initial flow advancing across the mapped section at ∼10 m/min. Short-lived overflows of fluid
pahoehoe then built the levee cap, increasing the apparent channel depth to 4.8 m. There were at least six pulses at 90–420 m3 s−1, causing overflow of limited extent lasting no more than 5 min. Brim-full flow conditions were thus extremely short-lived.
During a dominant period of below-bank flow, flow depth was ∼2 m with an effusion rate of ∼35 m3 s−1, consistent with the mean output rate (obtained from the total flow bulk volume) of 23–54 m3 s−1. During pulses, levee chunks were plucked and floated down channel to form blockages. In a final low effusion rate phase,
lava ponded behind the lower blockage to form a syn-channel pond that fed ′a′a overflow. After the end of the eruption the
roofed-over pond continued to drain through the lower blockage, causing the roof to founder. Drainage emplaced inflated flows
on the channel floor below the lower blockage for a further ∼10 h. The complex processes involved in levee–channel construction
of this short-lived case show that care must be taken when using channel dimensions to infer flow dynamics. In our case, the
full channel depth is not exposed. Instead the channel floor morphology reflects late stage pond filling and drainage rather
than true channel-contained flow. Components of the compound levee relate to different flow regimes operating at different
times during the eruption and associated with different effusion rates, flow dynamics and time scales. For example, although
high effusion rate, brim-full flow was maintained for a small fraction of the channel lifetime, it emplaced a pile of pahoehoe
overflow units that account for 60% of the total levee height. We show how time-varying volume flux is an important parameter
in controlling channel construction dynamics. Because the complex history of lava delivery to a channel system is recorded
by the final channel morphology, time-varying flow dynamics can be determined from the channel morphology. Developing methods
for quantifying detailed flux histories for effusive events from the evidence in outcrop is therefore highly valuable. We
here achieve this by using high-resolution spatial data for a channel system at Kilauea. This study not only indicates those
physical and dynamic characteristics that are typical for basaltic lava flows on Hawaiian volcanoes, but also a methodology
that can be widely applied to effusive basaltic eruptions. 相似文献
166.
Vibrios in association with sedimentary crustaceans in three beaches of the northern Adriatic Sea (Italy) 总被引:3,自引:0,他引:3
Covazzi Harriague A Brino MD Zampini M Albertelli G Pruzzo C Misic C 《Marine pollution bulletin》2008,56(3):574-579
In the marine environment, vibrios adhere to a number of substrates including chitin-rich organisms such as crustaceans. Their wide diffusion in coastal waters and pathogenic potential require knowledge of the lifestyle and environmental reservoirs of these bacteria. To test the presence of culturable vibrios in coastal areas and their association with benthic crustaceans, vibrios were isolated from water, sediments and crustaceans (copepods and anphipods) at three stations placed in front of heavily used tourist beaches of the Adriatic Sea. We observed significant correlations between vibrios and temperature. Benthic and planktonic copepods harboured vibrios in summer, while benthic amphipods harboured these bacteria in spring and autumn. Vibrio alginolyticus and Vibrio parahaemolyticus strains gave positive results using primers for Vibrio cholerae toxR and toxS. Sedimentary crustaceans may extend Vibrio persistence in seawater and may represent an additional aquatic reservoir of these bacteria. 相似文献
167.
Major earthquakes (i.e., mainshocks) typically trigger a sequence of lower magnitude events clustered both in time and space. Recent advances of seismic hazard analysis stochastically model aftershock occurrence (given the main event) as a nonhomogeneous Poisson process with rate that decays in time as a negative power law. Risk management in the post‐event emergency phase has to deal with this short‐term seismicity. In fact, because the structural systems of interest might have suffered some damage in the mainshock, possibly worsened by damaging aftershocks, the failure risk may be large until the intensity of the sequence reduces or the structure is repaired. At the state‐of‐the‐art, the quantitative assessment of aftershock risk is aimed at building tagging, that is, to regulate occupancy. The study, on the basis of age‐dependent stochastic processes, derived closed‐form approximations for the aftershock reliability of simple nonevolutionary elastic‐perfectly‐plastic damage‐cumulating systems, conditional on different information about the structure. Results show that, in the case hypotheses apply, the developed models may represent a basis for handy tools enabling risk‐informed tagging by stakeholders and decision makers. Copyright © 2013 John Wiley & Sons, Ltd. 相似文献
168.
Kurt Eggenberger Philip Christie Massimiliano Vassallo Ali Özbek Everhard Muyzert Dirk‐Jan van Manen Ed Kragh 《Geophysical Prospecting》2014,62(5):994-1008
Wave field reconstruction – the estimation of a three‐dimensional (3D) wave field representing upgoing, downgoing or the combined total pressure at an arbitrary point within a marine streamer array – is enabled by simultaneous measurements of the crossline and vertical components of particle acceleration in addition to pressure in a multicomponent marine streamer. We examine a repeated sail line of North Sea data acquired by a prototype multicomponent towed‐streamer array for both wave field reconstruction fidelity (or accuracy) and reconstruction repeatability. Data from six cables, finely sampled in‐line but spaced at 75 m crossline, are reconstructed and placed on a rectangular data grid uniformly spaced at 6.25 m in‐line and crossline. Benchmarks are generated using recorded pressure data and compared with wave fields reconstructed from pressure alone, and from combinations of pressure, crossline acceleration and vertical acceleration. We find that reconstruction using pressure and both crossline and vertical acceleration has excellent fidelity, recapturing highly aliased diffractions that are lost by interpolation of pressure‐only data. We model wave field reconstruction error as a linear function of distance from the nearest physical sensor and find, for this data set with some mismatched shot positions, that the reconstructed wave field error sensitivity to sensor mispositioning is one‐third that of the recorded wave field sensitivity. Multicomponent reconstruction is also more repeatable, outperforming single‐component reconstruction in which wave field mismatch correlates with geometry mismatch. We find that adequate repeatability may mask poor reconstruction fidelity and that aliased reconstructions will repeat if the survey geometry repeats. Although the multicomponent 3D data have only 500 m in‐line aperture, limiting the attenuation of non‐repeating multiples, the level of repeatability achieved is extremely encouraging compared to full‐aperture, pressure‐only, time‐lapse data sets at an equivalent stage of processing. 相似文献
169.
How does forest structure affect root reinforcement and susceptibility to shallow landslides?
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Christine Moos Peter Bebi Frank Graf Josias Mattli Christian Rickli Massimiliano Schwarz 《地球表面变化过程与地形》2016,41(7):951-960
Forests can decrease the risk of shallow landslides by mechanically reinforcing the soil and positively influencing its water balance. However, little is known about the effect of different forest structures on slope stability. In the study area in St Antönien, Switzerland, we applied statistical prediction models and a physically‐based model for spatial distribution of root reinforcement in order to quantify the influence of forest structure on slope stability. We designed a generalized linear regression model and a random forest model including variables describing forest structure along with terrain parameters for a set of landslide and control points facing similar slope angle and tree coverage. The root distribution measured at regular distances from seven trees in the same study area was used to calibrate a root distribution model. The root reinforcement was calculated as a function of tree dimension and distance from tree with the root bundle model (RBMw). Based on the modelled values of root reinforcement, we introduced a proxy‐variable for root reinforcement of the nearest tree using a gamma distribution. The results of the statistical analysis show that variables related to forest structure significantly influence landslide susceptibility along with terrain parameters. Significant effects were found for gap length, the distance to the nearest trees and the proxy‐variable for root reinforcement of the nearest tree. Gaps longer than 20 m critically increased the susceptibility to landslides. Root reinforcement decreased with increasing distance from trees and is smaller in landslide plots compared to control plots. Furthermore, the influence of forest structure strongly depends on geomorphological and hydrological conditions. Our results enhance the quantitative knowledge about the influence of forest structure on root reinforcement and landslide susceptibility and support existing management recommendations for protection against gravitational natural hazards. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献
170.
Massimiliano Favalli Andrew J. L. Harris Alessandro Fornaciai Maria Teresa Pareschi Francesco Mazzarini 《Bulletin of Volcanology》2010,72(1):119-127
Etna’s 2001 basaltic lava flow provided a good example of the distal flow segment between the flow front and stable channel,
across which the flow evolves from channel-contained to dispersed. This zone was mapped with meter precision using LIDAR data
collected during 2004 and 2005. These data, supported by field mapping, show that the flow front comprised eight lobes each
10 to 20 m high. The flow front appears to have advanced not as a single unit, but as a series of lobes moving forward one
lobe at a time. Primary lobes were centered on the channel axis and marginal lobes were off-axis. The lobes advanced as breakouts
of low-yield-strength lava from the flow core of the stalled flow front. Marginal lobes were abandoned and contributed to
marginal levees flanking the transitional channel. For Etna’s 2001 flow, the transitional channel is 140 m wide, 700 m long
and fed a 240-m-long zone of dispersed flow; the change from stable to transitional channel occurred at a major reduction
in slope. Above this, the stable channel is 5.2 km long, 55 to 105 m wide and bounded by 15- to 25-m-high levees, and the
stable channel is located over a previous channel. In a final stage of activity, lava ponding at the break-in-slope that marks
the terminus of the stable channel put pressure on the eastern levee, causing it to fail. Liberated lava then fed a final
break-out to the east. Similar flow front-features occur at other volcanoes, indicating that similar processes are characteristic
of dispersed flow zones. 相似文献