Geodesic motion in the neighbourhood of submanifolds embedded in warped product spaces
固体地球物理学概论Snell定律课件
固体地球物理学概论
第七章
弹性概念——应力 (续)
The stresses are symmetrical(对称的), i.e. only six components of the stress tensor p are independent because
P = - (pxx+ pyy+ pzz)/3 This is a general definition of the “pressure”. In the special case of a liquid at rest, pxx= pyy= pzz = - P, this is the hydrostatic pressure. In geology, lithostatic pressure is often estimated by using
When the material in the mantle is heated, it expands and becomes lighter. In spite of its high viscosity(粘性), it rises more or less vertically in some places, especially under the oceanic ridges. With its losing pressure and heat during traveling upward, the material is forced to travel horizontally. They drag the lithosphere motion.
沉降处理的参考文献
沉降处理的参考文献1. Shidehara, T., Osada, T., and Matsuo, T. (2010). Prediction model of ground deformations caused by excavation based on dynamic response analysis. Procedia Engineering, 8, 45-53.2. Peck, R.B. (1969). Advantages and limitations of the observational method in applied soil mechanics. Geotechnique, 19(2), 171-187.3. White, D.J., and Bolton, M.D. (2003). The effect of structure stiffness on ground movement induced by the tunnelling in soft ground. Geotechnique, 53(7), 733-743.4. Cacciola, P., and O’Reilly, M.P. (2009). Numerical analysis of the consolidation of a soft clay layer induced bya surcharge. Computers and Geotechnics, 36(1-2), 134-145.5. Chow, Y.K., and Hu, Y.Z. (2001). A numerical study of the consolidation of a soft ground under a strip footing. Geotechnique, 51(8), 701-707.6. Bienen, B., Thompson, P.D., and McCann, D.M. (2009). Impact of tunnelling on buildings in urban areas: How construction, site and building factors influence potential damage. Tunnelling and Underground Space Technology, 24(3), 311-322.7. Ng, C.W.W., Tang, W.H., and Wan, W.Y. (2005). A case study of the isolation of deep excavation-induced building movements using compensated foundation. Geotechnique, 55(6), 429-437.8. Poulos, H.G. (1971). Elastic solutions for soil and rock mechanics. Canadian Geotechnical Journal, 8(4), 532-543.9. Mitwally, H. (2012). Numerical simulation of the consolidation problem caused by deep excavations in clay deposits. International Journal of Advanced Structural Engineering, 4(3), 213-223.10. Peuchen, J., and Dias, D. (2016). Monitoring ofground deformations induced by tunnel excavation. Tunnelling and Underground Space Technology, 59, 40-50.以上是一些关于沉降处理的参考文献,这些文献涵盖了地质构造、地下挖掘、软土层固结、建筑物振动等方面的研究。
Building response and ground movements induced by a deep excavation
INTRODUCTION
Controlling ground surface settlement around the excavation zone is an essential task in the design of an excavation. Excessive ground settlement frequently damages the adjacent properties in urban areas. The magnitude of the soil movements is related to many factors, such as soil properties, structural properties, construction sequence, workmanship and excavation geometry. A number of case histories have been reported in the literature which give the relationship between those factors and wall deformation or ground surface settlement. The characteristics of wall deformation and ground movement can thus be understood, which is useful in protecting adjacent properties. However, there is only a limited amount of ®eld data available regarding the stress or strain in the soil induced by excavation. The mechanism of soil deformation during excavation remains to be studied. Very limited ®eld data are also found for the response of adjacent buildings. For these reasons, an extensive monitoring system was installed on the Taipei National Enterprising Center (TNEC) building to study the movement of excavations. The TNEC building is an 18 storey building and has ®ve levels of basement. As shown in Fig. 1(a), the shape of the excavation site was slightly irregular. The width of the site was 43 m; the lengths of the southern and northern edges of the site were 106 m and 61 m, respectively. A diaphragm wall, which was 0´9 m thick and 35 m deep, was used as the earth-retaining structure. The maximum excavation depth was 19´7 m. The basement was completed using the top-down construction method, in which the retaining wall was supported by 150 mm thick solid concrete ¯oor slabs. In this paper, the strain in a soil mass around the excavation site was studied through ®eld observations. The response of the buildings adjacent to the excavation
Geometric sensing of known planar shapes
Geometric Sensing of Known Planar Shapes
Yan-Bin Jia Michael Erdmann The Robotics Institute and School of Computer Science Carnegie Mellon University Pittsburgh, Pennsylvania 15213-3891 March 12, 1995
1 Introduction
Sensing a part involves determining both its shape and pose. By pose we mean the position as well as the orientation of the part. Prior to selecting a sensing method, we often will make some assumptions about the shape of the part to be sensed. The resulting sensing method is a ected greatly by what is known about the shape. For instance, without making any assumptions, we might not even be able to start segmentation of the part image, whereas knowing that the shape is convex polygonal, we can employ some simple non-vision technique such as nger probing. An e ective sensing method should make use of its knowledge about the part shape as much as possible to attain simplicity, e ciency, and robustness. Parts in many assembly applications are manufactured to high precisions, so we can make the assumption that their shapes are known reasonably well in advance. Accordingly, the design of sensing strategies should be based on the geometry of parts. The task of sensing reduces to obtaining enough geometric constraints that, when combined with the part geometry, su ce to derive the part poses. Consequently, minimizing the necessary geometric constraints becomes very important for reducing the sensing complexity. In this article, we propose two approaches for sensing polygonal parts in known shapes, one applicable to a continuum of possible poses and the other applicable to nite possible poses. Perhaps the simplest geometric constraint on a polygon is incidence|when some edge touches a xed point or some vertex is on a xed line. For instance, Figure 1a shows an 8-gon constrained by two points p1; p2 and two lines l1; l2. The question we want to ask is: Generally, how many such constraints are necessary to x the polygon in its real position? Note that any two such incidence constraints will con ne all possible positions to a locus curve which consists of a nite number of algebraic curves parameterized by the part's orientation. Three constraints, as long as not de ned by collinear points or concurrent lines, will allow only a nite number of valid poses. These poses occur when di erent locus curves, each given by a pair of constraints, intersect at the same orientations. An upper 3
邻域嵌入
Lifting to construct SGW
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inverse transform
Result of SGWSR 1-D Method
• Results
Nonlinear Approaches- ISOMAP
• Construct neighbourhood graph G.
• For each pair of points in G, compute, shortest path distances - geodesic distances. Geodesic: Shortest curve along the
same resolution
higher resolution
Superresolution
• Any algorithm/method which is capable of producing an image with a resolution greater than that of the input • Typically, input is a sequence of low resolution (LR) images (also referred to as frames) – LR frames displaced from each other – Have common region of interest
Integrated space geodetic techniques for monitoring ground subsidence due to underground mi
INTEGRATED SPACE GEODETIC TECHNIQUES FOR MONITORING GROUND SUBSIDENCE DUE TO UNDERGROUND MININGLinlin Ge1, Chris Rizos1, Makoto Omura2 and Shigeki Kobayashi 3 1School of Geomatic Engineering, University of New South Wales, Sydney, Australia2Department of Environmental Science,Kochi Women's University, Kochi, Japan 3Earth Observation Research Center, National Space Development Agency, Tokyo, Japan BIOGRAPHYLinlin Ge holds a B.Eng. (1985) and a M.Sc. (1988). In 1997 he was a STA Fellow in Japan. As a Ph.D. student at The University of New South Wales (UNSW), his research interests are the interpretation of continuous GPS observations, and the integration of GPS with interferometric SAR. He submitted his Ph.D. thesis for examination in November 2000, and is currently a Research Associate at UNSW. Linlin is a member of the Special Study Group 2.183 "Radar Interferometry Technology" within the IAG's section II "Advanced Space Technology".Chris Rizos is a Professor at the School of Geomatic Engineering, UNSW, and leader of the Satellite Navigation and Positioning (SNAP) Group. Chris holds a B.Surv. and Ph.D., both obtained from The University of New South Wales, and has published over 100 papers, as well as having authored and co-authored several books relating to GPS and positioning technologies. He is secretary of Section 1 'Positioning', of the International Association of Geodesy.Makoto Omura holds a B.Sc., M.Sc. and D.Sc., all obtained from the Kyoto University, Japan. Makoto is currently an Associate Professor in the Department of Environmental Science at the Kochi Women's University of Japan. His research interests are InSAR application for monitoring of active volcanoes and Antarctic ice sheet, continuous monitoring of crustal movements on active faults and those near a plate boundary by using strainmeter and tiltmeter, and open-pit mining management by combining GPS and digital photogrammetry.Shigeki Kobayashi is currently a lecturer in the Department of Space and Earth Information Technology at the Kyushu Tokai University, Japan. He obtained his B.Sc. from Shizuoka University in 1989 and both M.Sc and D.Sc from Nagoya University in 1991 and 1994 respectively. He was a postdoctoral fellow at the Earthquake Research Institute, University of Tokyo in 1994-1997 and an invited scientist in the Earth Observation Research Center, NASDA as a member of 'Earthquake Remote Sensing Frontier Project' (JERS-1 SAR interferometry group) in 1997-2001. His research interests include detection of crustal movement by SAR interferometry, precise gravity measurement around active volcano, physical process of magma transport and eruption, and fluid mechanics.ABSTRACTGround subsidence monitoring is of paramount importance in relation to the safety and efficiency of underground mining operations. Moreover, in established coal fields in eastern Australia, it has become harder and harder to select underground minesites which can avoid major engineering structures both on the surface and underground (highways, bridges, buildings, abandoned workingsof old underground mines, and so on). Therefore, monitoring of mining operations via the integration of several geodetic techniques is important for the safety of the major engineering structures in the mine environment. However, the current subsidence monitoring techniques are both time-consuming and costly.In this paper, two schemes, namely, the integration of the Continuously-operating GPS (CGPS) receiver networks and Interferometric Synthetic Aperture Radar (InSAR) (the so-called ‘soft densification’ option), and the integration of single- and dual-frequency GPS receivers (the so-called ‘hard densification’ option), are proposed to address the applications of ground subsidence monitoring. Experiments at the Tower Colliery near Sydney, Australia, will be described.1. INTRODUCTIONThe maintenance of accuracy and integrity in carrying out mine surveying and monitoring, and in the preparation, maintenance and checking of plans is of paramount importance in relation to the safety and efficiency of operations. This is particularly the case for underground mines, but is also of importance in surface mines, in open pitwall stability monitoring, in open pits intersecting old underground workings, and surface control over existing underground workings. It is for these reasons that mine surveying remains a registered occupation (requiring statutory appointment) in Australia, for example, under the Mines Safety and Inspection Act 1994.The history of mining disasters includes cases of subsidence and collapse into workings, and also a number of inrushes into underground mines, where deficiencies in surveying and monitoring, or in the maintenance and interpretation of plans, were prime causes. Failures and oversights can have, and have had, catastrophic consequences. The most recent such event in Australia was at Gretley Colliery in the state of New South Wales (NSW) in 1996. In this accident four men were drowned by inrushing water from the long abandoned old workings of the Young Wallsend Colliery, because the mine was working to a plan showing the Young Wallsend Colliery more than 100m away from the point of holing-in, while it was actually only 7 or 8 metres away (NSW Department of Mineral Resources, 1998). The accident did show that controls and checks on standards of practice and verification of precision and integrity are lacking in some cases, and the process needs to be better managed, with adequate monitoring and mentoring by professionals with in-depth experience, with the support of integrated geodetic techniques.In the established mine fields of eastern Australia it is becoming increasingly difficult to select underground minesites which avoid major engineering structures, both on the surface and underground (highways, bridges, buildings, abandoned workings of old underground mines, and so on). The Tower Colliery, an underground longwall mine southwest of Sydney, is a representative example, with the surface topography overlying the mine consists of several steepsided river gorges. The surface is traversed by a freeway which crosses one of the gorges on twin, six-span, box-girder bridges. Consequently, a major surface subsidence monitoring program has been in place for several years, including intensive conventional, GPS and EDM surveying, plus real-time monitoring of critical components of the bridge structure (Hebblewhite et al., 2000). However, current subsidence monitoring techniques are both time-consuming and costly. Hence, the monitoring is usually constrained to very localised area, and there is no way to monitor anyregional deformation induced by underground mining. In addition, even in the localised area, the monitoring points are not usually dense enough to assist in understanding the mechanisms involved in ground subsidence. Therefore this colliery site has been selected for the test described in this paper, with the objective of monitoring the surface deformation through an integration of several geodetic techniques.In this paper, the integration of the two geodetic techniques of the Global Positioning System (GPS) and Interferometric Synthetic Aperture Radar (InSAR) is proposed to address applications such as ground subsidence monitoring.2. MINING SUBSIDENCE MONITORING USING THE COMBINED INSAR AND GPS APPROACHDuring the last decade of the 20th century, GPS has increasingly become an indispensible tool for high precision positioning. Current GPS capabilities permit the determination of inter-receiver distances at the sub-cm accuracy level, for receiver separations of tens to hundreds of kilometres, from which can be inferred the rate-of-change of distance between precisely monumented groundmarks. This is the basic geodetic measure from which can be inferred the ground deformation. The pattern of ground subsidence due to mining, determined from the analysis of such measures across a GPS network, is an important input to models that seek to explain the mechanisms for such deformation, and hopefully to mitigate the damage to society caused by such (slow or fast) ground movements. However, continuous GPS monitoring has generally been considered relatively expensive for many localised ground subsidence monitoring applications. InSAR is a technique first suggested in 1974 and, after more than two decades of development, is now well developed with many applications in mapping topography, and topographic change determination following earthquakes (Massonnet et al., 1993). Although InSAR for ground subsidence monitoring has been a research topic in recent years, it has not become an operational technique because of the presence of biases that seriously degrade the accuracy of InSAR-only results (Goldstein, 1995; Zebker et al., 1997).Continuously-operated GPS (CGPS) receiver networks have been established in many parts of the world to address a variety of geodetic and survey applications, on a range of spatial scales. These include measuring ground subsidence over small areal extents (due to underground mining, extraction of fluids, etc.), tracking surface crustal deformation on local and regional scales associated with active seismic faults and volcanoes, and local monitoring of slope stability (caused by open pit mining operations, unstable natural features, etc.). Among them, the GEONET (GPS Earth Observation Network) operated by the Geographical Survey Institute (GSI) of Japan, has evolved into the world’s largest GPS network, with almost one thousand GPS receivers established with an average spacing of 25km, and a temporal resolution of 30 seconds (this is the receiver data sampling rate).Although high temporal resolution is a significant advantage of CGPS, the spatial resolution (defined by the inter-receiver distances) is not usually adequate for characterising or monitoring ground subsidence due to localised effects such as underground mining. For such applications sub-km level spatial resolution is required. InSAR, on the other hand, exhibits around 25m spatial resolution. Without the need for any ground-based receiver or cooperative target, InSAR can, inprinciple, monitor every corner of the Earth. However, InSAR is very sensitive to biases due to atmospheric propagation effects (tropospheric delay, ionospheric delay), satellite orbit error, condition of the ground surface and temporal decorrelation. When present in the InSAR image, these errors can be very misleading and lead to misinterpretation. Furthermore, the repeat cycle of 24 (RADARSAT), 35 (ERS-1&2) to 44 (JERS-1) days of SAR satellites may not provide sufficient temporal resolution for monitoring ground subsidence.Data from GPS networks can be used to map tropospheric water vapour and ionospheric disturbances, and hence these results can be used to calibrate the atmospheric effects in InSAR. GPS coordinates can be considered as being 'absolute' in the sense that they are tied to a well-defined terrestrial reference system. On the other hand, InSAR results are 'relative' measurements. In addition, InSAR results, with their high spatial resolution, can be used to densify GPS results in a spatial sense. Therefore it is obvious that the two techniques are complementary . However, there are several densification strategies that can optimise the integration of GPS and InSAR for ground subsidence monitoring. Among them, the following two are discussed in this paper:• the integration of GPS and InSAR - the so-called 'soft spatial densification' scheme, and • the integration of dual- and single-frequency GPS receiver instrumentation - the so-called'hard spatial densification' option.As illustrated in Figure 1, in the proposed integrated monitoring technique, both GPS (G-S) and SAR (S-S) satellites can be used. On the ground, three or four permanent dual-frequency GPS receivers, located on geologically stable marks, are used as reference stations (RSs). RSs can be up to 100km away from the area of interest. Several single-frequency GPS receivers, installed directly above the mine site, are used as monitoring stations (MSs) to in-fill the RS network. Meanwhile, several radar reflectors (RRs) are co-located with the MSs for the purpose of calibrating InSAR results.G -S G -SG -SG -S G -SS -SG-S: GPS satellite S-S: SAR satellite LW: underground mining longwallRR: radar reflector RS: GPS reference station MS: GPS monitoring stationFigure 1. Integrated space geodetic techniques for ground subsidence monitoring (not to scale).3. COLLOCATION OF GPS RECEIVERS AND RADAR REFLECTORS3.1 The Radar ReflectorsFigure 2 shows an assembled radar reflector used for the project. In the figure, Item 7 is one of the three panels. The other two are omitted for clarity. The left, right, and upper beams (Items 1, 2, and 3 respectively) are designed to support the panels, while three long (Item 4) and three short (Item 5) braces are used to strengthen the structure. The reflector is fixed on the ground using three pipes (Item 9).Figure 2. The assembled radar reflector.3.2 Deployment of the Radar ReflectorsThe reflectors described in Section 3.1 are primarily designed to be used with RADARSAT. In order to use them with ERS-2, it is crucial to align them in the direction to the satellite so that the response of the radar reflector is significant compared with the background clutter. More details of the design, manufacturing and installation of the reflectors can be found in Ge et al. (2001).As shown in Figure 3, an aerial photograph overlayed with mining plans (Courtesy of BHP, 1999), six test sites have been established in the Tower Colliery area. Among them, the EMA, SEB and Appin are internal sites, while the Douglas Park, Wilton, and Campelltown (Rourke pillar) are external sites. The freeway and the bridge mentioned in Section 1 have also been indicated in the figure.Figure 3. The layout of the six test sites.4. SOFT SPATIAL DENSIFICATIONSoft spatial densification is achieved by the integration of GPS with techniques such as differential Synthetic Aperture Radar Interferometry (InSAR) (referred to as 'soft densification' as no additional GPS hardware is needed, see Ge et al., 2000a). In contrast to the GPS technique, InSAR is capable of very high spatial resolution (of the order of 25m), but with a relatively low temporal resolution (35 days for the ERS-2 mission). However, InSAR requires some ground GPS receivers to aid in the mitigation of measurement biases that degrade the accuracy of the InSAR-only results. The integrated InSAR-GPS technique has the potential to measure deformations at sub-centimetre levels of accuracy with unprecedented spatial coverage (Bock & Williams, 1997).The proposed GPS-InSAR integration technique is referred to as "double interpolation and double prediction" (DIDP). In the DIDP approach the first step is to derive atmospheric corrections to InSAR from GPS analyses. Analysis of the GPS data can give estimates of precipitable water vapour (in a technique referred to these days as "GPS meteorology"), as well as the ionospheric delay (possible because of the availability of dual-frequency GPS observations). The second step is to remove or mitigate the SAR satellite orbit errors by using GPS results as constraints. In a third step the GPS observations, separated by one or several InSAR repeat cycles within the SAR image,are 'densified' onto a grid. This is done by interpolation in the spatial domain using as a basis a distribution model derived from the GPS-corrected InSAR results. The densified values on the grid are then interpolated in the time domain using as a basis a dynamic model derived from the daily, hourly, or even 30 second sampling rate of the GPS data series, incorporating known geophysical information such as the locations and geometries of active faults (Ge et al., 2000b). The adaptive filter can be used in this step. In a fourth step, based on the double interpolation result, forward filtering (e.g. Kalman filtering) can be used to predict the deformation at all points on the grid – in effect a double prediction in both the temporal and spatial domains.As a precondition for DIDP, SAR data over the test region should be suitable for InSAR processing. Therefore, some archived ERS-2 C-band data over the Tower Colliery have been processed in the repeat-pass interferometry (Table 1). Figs. 4 to 9 show the master amplitude images and the flattened phase images of the three image pairs.Table 1. Summary of InSAR processing.Image Pair 1 2 3Date 19970303 19970111 19970215Orbit 9775 9045 9546MasterTrack 402 173 173Frame 4293 4293 4293Date 19970407 19970322 19990605Orbit 10276 10047 21570SlaveTrack 402 173 173Frame 4293 4293 4293ESA 117 179 6Bp (m)Calculated -126.0 179.1 48.0Interval (days) 35 70 840dh/dpi (m/cycle) 82.5 49.3 184.8Figure 4. Master amplitude image: Pair 1.Figure 5. Flattened phase image: Pair 1.Figure 6. Master amplitude image: Pair 2.Figure 7. Flattened phase image: Pair 2.Figure 8. Master amplitude image: Pair 3.Figure 9. Flattened phase image: Pair 3.The successful InSAR processing on the archived ERS-2 C-band data with intervals of 35, 70, and even 840 days indicates that the selected site is suitable to test the soft densification strategy. 5. HARD SPATIAL DENSIFICATIONHard spatial densification is effected by the use of low-cost receivers (e.g. single-frequency receivers) to densify a sparse dual-frequency Continuous GPS (CGPS) network. The high cost of dual-frequency GPS receivers (typically of the order of US$10,000-20,000 each, excluding monument and infrastructure construction costs) has resulted in the CGPS inter-station distance being of the order of a few tens of kilometres in the case of the best instrumented networks, such as the GEONET in Japan, and many times that in the case of typical CGPS networks in other countries. This is far too sparse for ground subsidence monitoring. The proposed 'hard densification' strategy is based on an integrated, dual-mode network consisting of low-cost GPS receivers installed at monitoring stations across the area of interest, surrounded by a sparser CGPS network of dual-frequency receivers installed at reference stations. Through enhanced data processing algorithms such a dual-mode CGPS network is able to deliver better than centimetre level accuracy (Rizos et al., 2000). This scheme can be used to complement and verify the soft densification technique referred to in Section 4.6. CONCLUDING REMARKSA joint project between The University of New South Wales, Stanford University and the Kochi Women's University to monitor ground subsidence due to underground mining, by combining the techniques of InSAR and GPS, has been initiated. Two components of the project, the ‘soft’ and ‘hard’ densifications, have been described. The successful InSAR processing on the archived ERS-2 C-band data with intervals of 35, 70, and even 840 days indicates that the selected site is suitable to test the soft densification strategy. Six radar reflectors have been deployed in the test area and first results of differential InSAR are expected in mid 2001. Archived JERS-1 L-band data will also be processed to assist subsidence detection.ACKNOWLEDGMENTSWe wish to thank Mr. Andrew Nesbitt of BHP for assistance in the test site selection. The Australian Center for Remote Sensing (ACRES) is gratefully acknowledged for providing the SAR images.REFERENCESBHP (1999) The Current and Proposed Colliery Workings – Appin, Tower and Westcliff. Bock, Y. & S. Williams (1997) Integrated satellite interferometry in southern California, EOS Trans., AGU, 78(29), page 293.ESA (2000) http://earth.esa.int/l2/3/eeo4.10065Ge, L., S. Han & C. Rizos (2000a) The Double Interpolation and Double Prediction (DIDP) approach for InSAR and GPS integration, Int. Archives of Photogram. & Remote Sensing (IAPRS), Vol. XXXIII, Amsterdam, Holland, 205-212.Ge, L., S. Han & C. Rizos (2000b) Interpolation of GPS results incorporating geophysical and InSAR information, Earth, Planets and Space, 52(11), 999-1002.Ge, L., C. Rizos, S. Han & H.A. Zebker (2001) Mine subsidence monitoring using the combined InSAR and GPS approach, 10th FIG Int. Symp. on Deformation Measurements, Orange, California, 19-22 March, 1-10.Goldstein, R. (1995) Atmospheric limitations to repeat-track radar interferometry, Geophysical Research Letters, 22, 2517-2520.Hebblewhite, B., A. Waddington & J. Wood (2000) Regional horizontal surface displacement due to mining beneath severe surface topography, 19th Int. Conf. on Ground Control in Mining, 8-10August, Morgantown, West Virginia, 149-157.Massonnet, D., M. Rossi, C. Carmona, F. Adragna, G. Peltzer, K. Feigl & T. Rabaute (1993) The displacement field of the Landers earthquake mapped by radar interferometry, Nature,364(64338), 138-142.NSW Department of Mineral Resources (1998) The Report of the Inquiry into the Gretley Coal Mine Accident.Rizos, C., S. Han, L. Ge, H.-Y. Chen, Y. Hatanaka & K. Abe (2000) Low-cost densification of permanent GPS networks for natural hazard mitigation: First tests on GSI's GEONET network,Earth, Planets and Space, 52(10), 867-871.Zebker, H.A., P.A. Rosen & S. Hensley (1997) Atmospheric effects in interferometric synthetic aperture radar surface deformation and topographic maps, J. Geophys. Res., 102(B4),7547-7563.。
横断位t2 英语
横断位t2 英语The Transverse Tectonic Zone: A Geologic EnigmaThe Earth's surface is a dynamic canvas, sculpted by the relentless forces of plate tectonics. Amidst the grand tapestry of mountain ranges, deep ocean trenches, and volcanic islands, one particular feature stands out as a geologic enigma – the transverse tectonic zone. This enigmatic structure, known as the Transverse Tectonic Zone or simply the Transverse Zone, has captivated the attention of geologists and geophysicists alike, as it challenges our understanding of the fundamental processes that shape our planet.The Transverse Zone is a complex network of faults, fractures, and lineaments that cut across the traditional boundaries of tectonic plates. Unlike the well-understood convergent and divergent plate boundaries, where plates collide or drift apart, the Transverse Zone defies the conventional model of plate tectonics. It represents a zone of oblique or transverse motion, where the movement of tectonic plates is neither purely parallel nor perpendicular to the plate boundary.This unique configuration has profound implications for the Earth'sgeology and geodynamics. The Transverse Zone is often associated with a range of tectonic and seismic phenomena, including the formation of complex fault systems, the development of unique geological structures, and the occurrence of devastating earthquakes.One of the most remarkable aspects of the Transverse Zone is its global distribution. While the specific manifestations of the Transverse Zone may vary from region to region, it is a feature that has been observed on multiple continents and in various tectonic settings. From the western United States, where the Transverse Ranges of California disrupt the otherwise relatively simple trend of the Pacific-North American plate boundary, to the Sumatran Fault Zone in Indonesia, where the Transverse Zone intersects the Sunda Trench, the Transverse Zone has left its mark on the Earth's surface.The scientific community has long grappled with the origins and evolution of the Transverse Zone. Numerous theories have been proposed to explain its formation and the processes that sustain its existence. Some researchers suggest that the Transverse Zone may be a remnant of ancient plate boundary configurations, while others believe that it is the result of the interaction between multiple tectonic forces acting on the Earth's crust.One intriguing hypothesis posits that the Transverse Zone may be a manifestation of the Earth's deep-seated mantle dynamics. Themantle, the thick layer of semi-molten rock that lies beneath the Earth's crust, is believed to play a crucial role in shaping the surface features of our planet. The Transverse Zone, with its complex network of faults and lineaments, may be a surface expression of deep-seated mantle convection patterns or the interaction between different mantle flow regimes.Another line of investigation suggests that the Transverse Zone may be linked to the Earth's magnetic field and the way it interacts with the planet's internal structure. The Transverse Zone is often associated with regions of anomalous magnetic field patterns, leading some scientists to hypothesize that there may be a connection between the Transverse Zone and the Earth's core-mantle boundary, where the planet's magnetic field is generated.Regardless of the specific mechanisms behind its formation, the Transverse Zone remains a captivating subject of scientific inquiry. Its study has led to advancements in our understanding of plate tectonics, seismology, and the complex interactions between the Earth's interior and its surface features.As geologists and geophysicists continue to explore the Transverse Zone, new discoveries and insights are likely to emerge. The quest to unravel the mysteries of this enigmatic feature may not only deepen our knowledge of the Earth's geological history but also providevaluable clues about the dynamic processes that shape our planet's future.In the end, the Transverse Tectonic Zone stands as a testament to the enduring mysteries of our Earth. It serves as a reminder that even in an age of advanced scientific understanding, there are still profound questions waiting to be answered, and that the pursuit of knowledge is an endless journey of exploration and discovery.。
Recognizing Motion Using Local Appearance
Email:Olivier.Chomat@imag.fr Email:Jim.Crowley@imag.fr
2 Related work
Analysing the motion of objects from image sequences is one of the most challenging problems in the eld of computer vision. A number of studies have proposed di erent approaches to achieve this task. Excepting algorithms whose aim is to determine the 3D motion of objects, two trends emerge: the techniques using a models of the human body parts, and more recently, appearance based methods.
பைடு நூலகம்
1 Introduction
Visual recognition of human action has many potential applications in man-machine interaction, interpersonal communication and visual surveillance. However, visual recognition of action is even harder than visual recognition of objects. Our research group has recently demonstrated a new method for visual recognition of objects using a local appearance 1], 2]. The aim of the research described in this paper is to extend these results to the area of recognition of human actions such as gestures, facial expressions, and full body movements. Computer vision understanding of hand and body gestures is attractive for wireless interfaces and interactive environments. Considering several classes of body actions, the machine would be able to react to some command gestures. Such techniques would support applications such as video-conferencing, tele-teaching and virtual reality environments, where the user is not con ned to the desktop but is able to move around freely. In this work a set of orthogonal lters is constructed, using Principal Component Analysis (P.C.A.) applied to the set of all spatio-temporal neighborhoods of a certain size from a large set of observations of the motions to be detected or discriminated. The principal components provide a set of orthogonal spatiotemporal lters sorted based on the variance of the projections of local neighborhoods. The rst principal components provide an optimum representation for motion patterns, in that they maximize the variance of local appearance. Multidimensional histograms 3] are used to estimate the probability density function of the local appearance in the feature-space and only on the relevant features. Action recognition is achieved by projecting spatio-temporal neighborhoods from an observed image sequence into the local appearance space. Using Bayes rule, a probability can be computed for each action pattern. Statistical representation of local appearance of action patterns appears to provide a reliable method for recognizing body actions. Among other properties local approach is robust to occlusions which often cause problems in action recognition. The local lters, worked out by P.C.A., de ne spatial and temporal bandwidths. Those lters resemble Gabor lters as well as Gaussian derivatives.
模糊空间机制性定义与规划启示——以美国纽约曼哈顿高线公园为例
1961
边缘真空
Jacobs
2001
撤资地、废弃工地、后工业荒原
Waldheim and Santos-Munne
1971
企业储备地、机构储备地、 不可建设地、待规划空地
Ray Northam
2005
另类城市期货
Groth and Corijn
1973
无场所
Robert Smithson
残渣、间隙景观、阈限景观、附属空间、 2006
2016
偶然景观
Gandy
1996
剩余空间、市郊残余
Albert Pope
2019
棕地、空置地块
U.S.EPA
Copyright©博看网. All Rights Reserved.
2023.17 / Urban and Rural Planning and Design 城乡规划·设计 109
成存在影响,却并非“模糊”形成的决定性要素,仅作 度,很多见解的角度独到而有启发性。但总体而言,由
2023.17 / Urban and Rural Planning and Design 城乡规划·设计 107
模糊空间机制性定义与规划启示
——以美国纽约曼哈顿高线公园为例 Institutional Definition and Planning Enlightenment of Terrain Vague: A Case of Manhattan High Line Park in New York
型非常丰富,概念界定没有明确的学科边界,且时空分 布位置没有明显的规律性,模糊空间似乎是一类复杂无 序的空间。
通过在塞尔吉奥·洛佩斯 - 皮内罗(Sergio)著作 [3] 中所涉及的国际研究成果的基础上,进行进一步梳理和 补充,发现在 295 项与模糊空间相关的研究中,国内外 研究成果中存在很多可以视为“模糊空间”概念的术语 或称呼(见表 1),但这些术语或称呼指向的内涵差异其 实很大,且分别都聚焦于特定局部或单一类型空间表征 的描述,或在这样的表征描述的基础上简单解释了表征 背后的原因。 1.2 现有研究中的模糊空间 1.2.1 散落“边缘”的空间:规模、区位与实际边缘性
Evolution of Breaking Directional Spectral Waves in the Nearshore Zone
(2)
In order to determine energy losses associated with randomly occuring wave breaking, it is necessary to have estimates of the statistical wave height at each point in the model grid as computation passes that point. Using the computed information about the spectral components at a location (x; y) the signi cant wave height can be computed as
v u N u X H1=3(x; y) = t8 j A(x; y)n j2 n=1
(3)
where N is the total number of wave components and A(x; y)n is the amplitude of the wave component n at location (x; y).
Center for Applied Coastal Research, Department of Civil Engineering, University of Delaware, Newark, DE 19716
1
Introduction
1
energy losses in directional spectral seas in the vicinity of tidal inlets. The parabolic model for spectral wave conditions used here requires the input of a directional random sea at the o shore boundary. The random sea is represented by a two-dimensional spectrum in frequency and direction and is discretized resulting in wave components. The evolution of these wave components is computed simultaneously at each forward step in the parabolic scheme. Therefore, after each forward step in the shore normal direction it is possible to determine statistical properties on that row before taking another step forward. These statistical quantities are incorporated into a statistical wave breaking model. In the following sections the wave eld resulting from the discretization is described, the model equation for the individual wave components is stated and the incorporation of the breaking model is explained. Furthermore, an initial attempt to include signi cant e ects of nonlinearity on the wave eld is described.
Geometric Modeling
Geometric ModelingGeometric modeling plays a crucial role in various fields such as engineering, architecture, animation, and computer graphics. It involves creating digital representations of geometric shapes and objects using mathematical equations and algorithms. This process allows for the visualization, analysis, and manipulation of complex structures, ultimately aiding in the design and development of products, buildings, and visual effects. However, like any other technological advancement, geometric modeling comes with its own set of challenges and limitations. One of the primary issues in geometric modeling is the complexity of the shapes and structures that need to be represented. Real-world objects often have intricate geometries that are difficult to capture accurately in a digital format. This complexity can result in large file sizes, slow rendering times, and challenges in data manipulation. For example, modeling organic shapes such as human faces or natural landscapes requires advanced algorithms and computational power to achieve realistic results. Another challenge in geometric modeling is the balance between accuracy and efficiency. While it is essential to create precise and detailed representations of objects, the process should also be efficient in terms of computational resources and time. Achieving this balance often requires trade-offs and compromises, as increasing accuracy may lead to longer processing times and higher memory requirements. Finding the optimal balance between accuracy and efficiency is a constant challenge for geometric modelers. Furthermore, the interoperability of geometric models across different software and platforms is a significant concern. In many industries, geometric models need to be shared and utilized in various software applications for different purposes. However, compatibility issues often arise when transferring models between different programs, leading to data loss, format conversion errors, and inconsistencies in the representation of the original geometry. This interoperability challenge hinders seamless collaboration and workflow integration in the design and manufacturing processes. Moreover, geometric modeling also faces challengesrelated to the representation of physical properties and behaviors of objects. While geometric models provide visual representations of shapes, they often lack information about material properties, motion dynamics, and environmentalinteractions. Integrating these physical aspects into geometric models isessential for simulating real-world behaviors, such as structural analysis, fluid dynamics, and collision detection in virtual environments. In addition totechnical challenges, ethical considerations also come into play in geometric modeling. For instance, the use of geometric models in the entertainment industry raises questions about the representation of human bodies and cultural sensitivity. The creation of realistic human characters in video games and movies requires careful consideration of ethical standards to avoid perpetuating stereotypes or causing harm to certain groups of people. Similarly, the use of geometric modeling in virtual reality and augmented reality applications raises concerns about privacy, surveillance, and the ethical implications of creating immersive digital environments. In conclusion, geometric modeling is a powerful tool with diverse applications, but it is not without its challenges. From technical complexities to ethical considerations, the field of geometric modeling requires continuous innovation and thoughtful deliberation to address these issues. By acknowledging and addressing these challenges, the industry can work towards creating more accurate, efficient, and ethical geometric models that benefit society as a whole.。
The Gatod Tubo Cemetery in Lhozhag - An Archeological study in Lhozhag
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The Dynamics of Mountain Building Processes
The Dynamics of Mountain Building Processes Mountain building is a complex and fascinating process that has shaped the Earth's surface for millions of years. It involves a variety of geological and tectonic forces that work together to create the majestic peaks and rugged landscapes that we see today. Understanding the dynamics of mountain building processes is crucial for geologists and scientists to comprehend the Earth's history and predict future geological events. In this essay, we will explore the various factors and processes involved in mountain building, including tectonic plate movements, erosion, and volcanic activity, while also considering the environmental and ecological impacts of these processes.One of the key factors in mountain building is tectonic plate movements. The Earth's lithosphere is divided into several large and small tectonic plates that float on the semi-fluid asthenosphere beneath them. These plates are in constant motion, driven by the heat and convection currents in the Earth's mantle. When two plates converge, one may be forced beneath the other in a process known as subduction, leading to the formation of mountain ranges. This is evident in the formation of the Andes in South America, where the Nazca Plate is subducting beneath the South American Plate, leading to the uplift of the Andes mountain range.In addition to tectonic plate movements, volcanic activity also plays a significant role in mountain building. Volcanic eruptions can lead to the deposition of lava, ash, and other volcanic materials, which can accumulate over time and form volcanic mountains. The Hawaiian Islands, for example, were formed by the continuous eruption of the Hawaiian hotspot, creating a chain of volcanic islands as the Pacific Plate moved over the hotspot. The explosive eruptions of stratovolcanoes, such as Mount St. Helens in the Cascade Range, can also contribute to the building of mountains through the deposition of volcanic materials.Furthermore, erosion and weathering are important processes that shape mountain landscapes. The continuous forces of wind, water, and ice can wear down mountain ranges over time, leading to the formation of valleys, canyons, and other landforms. This process, known as denudation, can also contribute to the uplift of mountain ranges by removing overlying material and exposing the underlying rocks to further tectonic forces. The GrandCanyon in the United States is a prime example of the erosional power of the Colorado River, which has carved out a deep canyon over millions of years, exposing the underlying rock layers.It is also important to consider the environmental and ecological impacts of mountain building processes. The formation of mountain ranges can create diverse habitats for a wide range of plant and animal species, leading to high levels of biodiversity. Mountain ecosystems are often home to unique and endemic species that have adapted to the harsh conditions of high altitudes. However, mountain building can also lead to environmental challenges, such as landslides, avalanches, and habitat destruction. Human activities, such as mining and deforestation, can further exacerbate these challenges, leading to long-term environmental degradation.In conclusion, the dynamics of mountain building processes are multifaceted and involve a combination of tectonic, volcanic, and erosional forces. These processes have shaped the Earth's surface over millions of years, creating some of the most breathtaking landscapes on the planet. However, it is important to consider the environmental and ecological impacts of these processes and strive to protect and preserve mountain ecosystems for future generations. By understanding the dynamics of mountain building, we can gain valuable insights into the Earth's history and work towards sustainable management of these dynamic landscapes.。
景观社会英文版 德波
景观社会英文版德波The Landscape SocietyIntroductionThe landscape society is an organization dedicated to promoting appreciation, understanding, and conservation of natural and cultural landscapes. Founded in 2010, our society has played a crucial role in raising awareness about the significance of landscapes and encouraging individuals to actively engage in their preservation. Through various initiatives, events, and educational programs, we aim to foster a sense of collective responsibility towards the environment and heritage.Mission and ObjectivesOur mission is to promote the protection and sustainable management of landscapes, while also enriching the lives of individuals through immersive experiences in nature and culture. We strive to achieve the following objectives:1. Raise awareness: Increase public consciousness about the value and vulnerability of landscapes, emphasizing their critical role in ecological balance and human well-being.2. Advocate for conservation: Encourage responsible land management practices, advocating for the preservation and restoration of natural and cultural landscapes.3. Education and research: Provide informative and engaging opportunities for individuals to learn about landscapes through workshops, seminars, and research projects.4. Collaboration: Foster partnerships and collaboration with other organizations, stakeholders, and communities to collectivelyaddress landscape-related challenges.5. Promotion: Promote sustainable tourism, recognizing the potential of landscapes in generating economic benefits while ensuring their long-term preservation.6. Cultural heritage: Highlight the importance of cultural landscapes and intangible heritage, acknowledging their role in identity-building and social cohesion.Activities and Programs1. Landscape Conservation: This program focuses on identifying endangered landscapes and working towards their protection through community involvement, policy advocacy, and innovative conservation approaches. Our team actively engages with local residents, institutions, and authorities to foster collective responsibility.2. Environmental Education: Through workshops, field trips, and hands-on activities, we provide students and the general public with opportunities to learn about the ecological significance of landscapes, conservation techniques, and sustainable land management practices.3. Landscape Research: Our society supports research projects related to landscapes, making use of interdisciplinary approaches to better understand their complexity and identify effective conservation strategies.4. Landscape Planning and Design: We collaborate with urban planners, architects, and landscape designers to integrate principles of sustainability and conservation in the development of public spaces, parks, and gardens.5. Landscape Photography and Art Exhibitions: Through exhibitions, we celebrate the beauty and diversity of landscapes,inspiring individuals to develop a deeper connection with nature and cultural heritage.6. Community Engagement: We organize community clean-up campaigns, tree planting initiatives, and cultural events to strengthen the bond between individuals, their local landscapes, and heritage.7. Landscape Tourism: We promote responsible and sustainable tourism practices, helping tourists develop a greater appreciation for landscapes and minimizing negative impacts on local environments.ConclusionThe Landscape Society strives to be a catalyst for positive change, promoting a deeper understanding and respect for landscapes among individuals and communities. By raising awareness, advocating for conservation, and fostering collaboration, we seek to ensure the long-term protection and sustainable management of our natural and cultural heritage. Join us in our journey towards a world where landscapes are valued, protected, and cherished for generations to come.。
关于社区的英语电影作文
In the heart of a bustling city lies a community that is the central focus of an English movie.This community is a microcosm of society,reflecting the diversity,unity,and challenges that people face in their daytoday lives.The film,titled The Neighborhood,is a poignant portrayal of the lives of the residents,their interactions,and the events that shape their existence.The story begins with an introduction to the various characters that make up the community.Theres the elderly Mrs.Thompson,who has lived in the neighborhood for decades and is known for her wisdom and warm heart.Then theres the young couple, Jack and Emily,who have just moved in and are trying to navigate the complexities of their new environment.The community also includes a group of teenagers who spend their afternoons playing basketball at the local park,and a hardworking single mother, Maria,who runs a small bakery.The film explores the dynamics of the community through a series of interconnected stories.One plotline follows Mrs.Thompson as she tries to bring the neighborhood together for a charity event.Despite initial resistance from some residents,she manages to rally the community,showcasing the power of unity and the importance of community spirit.Another storyline focuses on Jack and Emily as they face the challenges of adjusting to their new surroundings.They experience culture shock,as they come from a very different background than the rest of the community.However,through their interactions with the locals,they learn to appreciate the unique aspects of the neighborhood and become an integral part of it.The teenagers storyline delves into the pressures they face,from academic stress to peer pressure.The film highlights the importance of friendship and support in overcoming these challenges.Their passion for basketball becomes a unifying factor,as they organize a neighborhood tournament that brings people together and fosters a sense of camaraderie.Marias story is a testament to the resilience and determination of single parents.Her bakery faces financial difficulties,and she struggles to balance her work and personal life. However,with the support of her neighbors and her own perseverance,she manages to turn her business around and become a symbol of hope and inspiration for the community. The Neighborhood also addresses the issue of gentrification,as a wealthy developer plans to build luxury apartments in the area,threatening the communitys identity and the livelihoods of its residents.The film explores the tension between progress and preserving the essence of a community,as the residents come together to fight against thedevelopment.Throughout the movie,the characters face various conflicts and challenges,but they always find a way to overcome them,thanks to their strong sense of community and support for one another.The film concludes with a heartwarming scene where the entire neighborhood gathers for a celebration,symbolizing their unity and the strength of their bonds.The Neighborhood is a powerful and moving film that captures the essence of community life.It serves as a reminder of the importance of coming together,supporting one another, and preserving the unique characteristics that make each community special.The movie leaves a lasting impression on its audience,inspiring them to cherish their own communities and the connections they share with their neighbors.。
绿色理念下城市街区改造研究——以郑州市经纬广场“拆墙透绿”景观提升改造项目为例
1引言作为为城市居民提供休闲娱乐、健身锻炼、社会活动的场所的公园广场,公园在城市景观构建中具有举足轻重的作用。
除此之外,公园还具有防灾避险、改善生态环境的作用。
一些发达国家会将城市中公园面积和分布情况作为考量城市文明和宜居性的重要指标。
近年来,随着我国社会经济的不断发展,许多地区在城市建设中越来越重视公园绿地建设。
纵观我国公园绿地的发展史,从最初传统的封闭式公园到现今的大规模开放式公园建设,我园公园绿地走过了漫长的发展之路。
起初不少地区为了维持公园日常运作,不得已向前来游玩的市民收取一定的观光费,但随着政府财政收入的不断增加,从20世纪90年代开始我国大部分城市已经逐步实现了公园绿地的免费开放。
在公园免费开放的浪潮中,原本用于封闭管理的公园围墙逐渐显得多余,其不但遮挡了市民欣赏园内风景的视线,也阻隔了市民自由出入公园的通道,因此,在公园免费开放的过程中,不断有市民提出拆除围墙的呼声[1]。
公园是承载市民日常休闲娱乐生活的重要场所。
传统的城市公园往往注重园内功能分区和景观营造,而在与周边其他城市区域的衔接上则采用“一墙围之”的粗暴处理方法。
虽然公园由于围墙的存在而易于日常管理,并让公园具备了一定的安全感和私密性,但也使其成了一处“内向性、排他性”的公共空间。
尤其是部分公园不但设置了高大的围墙,而且还在围墙后方种植了大量密闭度较高的乔灌木,使得院内外的视线活动被完全割裂,从而形成利用率低、缺乏活动的围墙边界空间[2]。
本文以郑州市经纬广场“拆墙透绿”改造项目为例,探索和研究公园围墙拆除后边界区域的景观营造。
【作者简介】张根伍(1965~),男,河南郑州人,工程师,从事城市风景园林建设与管理研究。
绿色理念下城市街区改造研究———以郑州市经纬广场“拆墙透绿”景观提升改造项目为例Study on the Reconstruction of Urban Blocks Under the Green Concept———Taking the"Tear Down Walls and Planting Landscape Plants"Upgrading and Reconstruction Project of Jingwei Square in Zhengzhou City as an Example张根伍,贾孝利(郑州市经纬广场,郑州450003)ZHANG Gen-wu,JIA Xiao-li(Jingwei Square in Zhengzhou City,Zhengzhou 450003,China)【摘要】园林中的墙恒具有分隔空间和隔离防护等双重作用,城市公园多采用不同形式的围墙将公园本身与城市空间进行一定区分,虽然公园因为围墙的存在而便于日常管理,但公园的景观性和使用的便捷性也受到了一定的影响。
基于德勒兹_根茎_理论的生态城市形态审美研究
基于德勒兹“根茎”理论的生态城市形态审美研究■ 金广君1 刘松茯2 朱海玄1 ■ Jin Guangjun Liu Songfu Zhu Haixuan作者单位:1 哈尔滨工业大学深圳研究生院(深圳 · 518055)2 哈尔滨工业大学建筑学院(哈尔滨 · 150006)收稿日期:2011-04-11Research on Eco-aesthetic of Urban Form Based on the Rhizome Theory of Gilles Deleuze[摘 要] 本文借鉴德勒兹异质共生的“根茎”理论,通过对城市系统隐性秩序和深层结构的研究,提出城市形态结构模式与主体日常生存状态的整生图式—“根茎”审美图式,并根据其细分的线形“茎干”态、分形“簇群”态、拓扑“网络”态三种审美图式,分析其在空间适宜性、形态整合性、环境场域性等方面具有的高度生态性。
[关键词] 城市形态 生态审美 根茎 茎干 簇群 网络[Abstract] The article, referencing the heterogeneous symbiosis of Gilles Deleuze’s rhizome theory, through focusing on the potential order and deep structure of the urban eco-system, proposes the Rhizome aesthetic mode that ecologically integrates the formal language of structuralism and the poetic dwelling of the urban eco-system. The Rhizome aesthetic mode of urban form can be divided into three logical stages, which are linear stem form, fractal cluster form and topology web form, and that have the eco-characteristics, such as suitability in space, integration in form and fi eld in environment.[Key words] Urban form, Eco-aesthetic, Rhizome, Stem, Cluster, Web城市系统是一个时空交错、各层级相互关联、开放的复杂体系,处于多维交织状态。
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a r X i v :0711.1279v 1 [g r -q c ] 8 N o v 2007Geodesic motion in the neighbourhood of submanifolds embeddedin warped product spacesF´a bio Dahia a ,Carlos Romero b ,L´u cio F.P.da Silva,bReza Tavakol ca Departamento de F´ısica,Universidade Federalde Campina Grande,58109-970Campina Grande,Pb,Brazilb Departamento de F´ısica,Universidade Federal da Para´ıba,Caixa Postal 5008,58059-979Jo˜a o Pessoa,Pb,Brazilc School of Mathematical Sciences ,Queen Mary,University of London,London E14NS,UKFebruary 2,2008AbstractWe study the classical geodesic motions of nonzero rest mass test particles and photons in (3+1+n )-dimensional warped product spaces.An important feature of these spaces is that they allow a natural decoupling between the motions in the (3+1)-dimensional spacetime and those in the extra n ing this decoupling and employing phase space analysis we investigate the conditions for confinement of particles and photons to the (3+1)-spacetime submanifold.In addition to providing information regarding the motion of photons,we also show that these motions are not constrained by the value of the extrinsic curvature.We obtain the general conditions for the confinement of geodesics in the case of pseudo-Riemannian manifolds as well as establishing the conditions for the stability of such confinement.These results also generalise a recent result of the authors concerning the embeddings of hypersurfaces with codimension one.1Introduction An intriguing idea in modern cosmology is the possibility that the universe may have a higher number ofdimensions than the classically observed (3+1).There has been a number of motivations for this idea,mainly related to attempts at constructing a fundamental theory of physical interactions.These range from the original attempts at unification of gravity with electromagnetism by Kaluza and Klein [1]to String/M-theory[2,4,5].An immediate task within this higher dimensional framework is how to explain the four dimensionality of the observed universe.An original idea -which dates back to the work of Kaluza and Klein -assumes these extra dimensions to be compact and very small.In most recent braneworld models,on the other hand,stringy effects are invoked to argue that in low energy regimes particles are restricted to a special 3+1brane hypersurface,which is embedded in a higher-dimensional bulk ,while the gravitational field is free to propagate in the bulk [6].The intense recent interest in the higher-dimensional scenarios has also provided strong motivation to look for geometrical mechanisms which could allow confinement and this has led to the investigation of the so-called warped product spaces [7]and their geometrical properties.Originally most braneworld and higher dimensional studies concentrated on (4+1)scenarios,i.e.co-dimensional one models.However,given the prediction of the string theory,according to which spacetime is 10-dimensional,the study of higher co-dimensional models is urgently called for.Increasing effort has recently gone into the study of such models (see for e.g.[9]).An important question concerning such models,specially from an observational point of view,is the behaviour of the geodesics in these models,and in particular the relation between the geodesics of the higher-dimensional space and those belonging to the hypersurface.A great deal of effort has recently gone into the study of geodesic motions in five-dimensional spaces [12].Recently the authors studied the ability of five-dimensional warped product spaces to provide a mechanism for geodesic confinement on co-dimensionone hypersurfaces,purely classically and based on gravitational effects[11].The aim of this article is to generalise that analysis to the case of co-dimension n warped product spaces[10].We do this by studying the classical geodesic motions of nonzero rest mass test particles and photons in(3+1+n)-dimensional warped product spaces.We show that it is possible to obtain a general picture of these motions,using the natural decoupling that occurs in such spaces between the motions in the n extra dimensions and the motion in the4D submanifolds.This splitting allows the use of phase space analysis in order to investigate the possibility of confinement1and the stability of motion of particles and photons to submanifolds in such (3+1+n)-dimensional spaces.The paper is organised as follows.In Section2we write the geodesic equations for warped product spaces and consider the parts due to4D and the higher dimensions separately.We then show that the equations that describe the motion in higher dimensions decouples from the rest.We proceed in Section3tofind the mathematical conditions that must be satisfied by the warping function f in order for timelike and null geodesics of the higher-dimensional space to be confined to M4.In Section4we rewrite the geodesic equations in the higher dimensions as an autonomous2n-dimensional dynamical system.We then employ phase plane analysis to study the motion of particles with nonzero rest mass(timelike geodesics)and photons (null geodesics)respectively.Such qualitative analysis allows a number of conclusions to be drawn about the possible existence of confined motions and their nature in the neighbourhood of hypersurfaces.In Section 5we give an analysis of the motion in the extra dimensions by reducing the problem to the motion of a particle subjected to the action of an effective potential and illustrate the method with an example from the literature.We conclude in Section6with somefinal remarks.2Warped product spaces and geodesic motionIn general a warped product space is defined in the following way.Let(M m,h)and(N n,k)be two Rie-mannian(or pseudo-Riemannian)manifolds of dimension m and n,with metrics h and k,respectively.Let f:N n→R be a smooth function(which we shall refer to as the warping function).We can then construct a new warped product Riemannian(pseudo-Riemannian)space by setting M=M m×N n and defininga metric g=e2f h⊕k.In this paper we shall take m=4and identify M4with the(3+1)-dimensional spacetime,a four-dimensional Lorentzian manifold with signature(+−−−).Therefore the class of warped geometries which we shall consider can be characterised by the following line elementdS2=e2f hαβdxαdxβ−k ab dy a dy b,(1) where f=f(y1,...,y n),hαβ=hαβ(x)and k ab is in general an n-dimensional Riemannian metric2.Let us now consider the equations of geodesics in the(n+4)-dimensional space Md2Z Adλ,dZ C2g AD(g DB,C+g DC,B−g BC,D).After some algebra it is not difficult to show that the geodesic equationsfor the4D part can be written in the formd2xµdλdxβdλdy bdλdy b2gµν(gνα,β+gνβ,α−gαβ,ν).Likewise the extra-dimensional part of the geodesic equations(2)may be written asd2y adλdy cdλdxβdλdy b1Throughout by confinement of photons we mean to say that their motion is constrained to lie in the brane,rather than being bounded.2Throughout capital Latin indices take value in the range(0,1,...(3+n)),lower case Latin indices take values in the range (4,...(3+n))while Greek indices run over(0,1,2,3).Thus,the coordinates of a generic point P of the manifold M will be denoted by Z A=(xα,y a),where xαdenotes the4D spacetime coordinates and y a refers to the n extra coordinates of P.We now assume that our spacetime M4corresponds in this scenario to a particular submanifold defined by the n equations y a=y a o=constant.The geometry of M4is then determined by the induced metricds2=gαβ(x,y1o,...,y n o)dxαdxβ.Therefore the quantities(4)Γµαβwhich appear on the left-hand side of Eq.(3)may be identified with theChristoffel symbols associated with the metric induced on the leaves of the foliation defined above.For the warped product space(1)the quantitiesφµandψa reduce respectively toφµ=−2f,a˙xµ˙y a,andψa=−f,a e2f hαβ˙xα˙xβ,where f,a=∂f√∂y a(where no summation is implied over the index a)are normal to the submanifold M4.Letγbe a curve of M4with tangent vector given by V=(dxαdλ)at p,where DVdλfrom(1)we can easily show thatΩa=g 1k aa∂dλ =k ab k aaΓbαβ˙xα˙xβ=f,a k aa e2f hαβ˙xα˙xβ,where,again,no summation over index a is intended.Thus the coefficients of the normal curvatureΩa=Ωαβa˙xα˙xβare given byΩαβa=f,ak aa e2f hαβ.It is clear thatΩαβa=0if and only if f,a=0.Therefore,inview of the above we conclude the following:timelike or spacelike geodesics can be confined to the submanifold M4if and only if the normal curvature of M4vanishes.It is interesting to ask what happens in the case of null geodesics.Now since for a curveγto be a null geodesic of M4ǫneeds to be zero,equations(7)and(8) imply thatγwould also be a geodesic of M,irrespective of the value of f,a,and hence irrespective of the value of the normal curvatures of M4.Thus the motion of photons in this setting is not constrained by the extrinsic curvature of the hypersurface.The discussion of the geodesics in the previous section allows this theorem to be generalised to cases where the geometry of the ambient space M is Riemannian and the hypersurface under consideration is replaced by a submanifold of codimension n.This can be readily seen from Eqs.(8)by noting that the condition for the vanishing of the extrinsic(normal)curvatures in this case is given by f,a=0which ensures that the4D part of the geodesic Eqs.(8)is geodesic.The above results give the conditions for the geodesics of the higher dimensional space M to be confined to the co-dimension n hypersurface,but do not give any information concerning the stability of such a confinement.We shall consider this question in the following sections,using a phase space analysis.This generalises a recent result of the authors concerning the embeddings of hypersurfaces with codimension one [11].4Motion in the extra dimensions:an analysis of the phase space Defining dy adλ=z a(9)dz adλ=0=dz a∂y a∂y b ,and0n×n and1n×n are zero and unit n×n matrices respectively.It is not difficult tosee that the determinant and the trace ofΩ(detΩand I)are given,respectively,by detΩ=(−1)n det f,a and I=0.For general forms of the warping function the eigenvalues of the system will satisfy a polynomial of order 2n which would be difficult to analyse analytically.Our primary aim here,however,is see whether the system is in principle capable of providing confinement of particles in the neighbourhood of the spacetime (3+1)hypersurface in the co-dimension n setting.Thus rather than pursuing the general case we shall ask whether there are classes of special warping functions f for which such confinement is possible.As an example we shall consider the cases where f ij computed at the equilibrium points is zero for all i=j and real positive numbers for i=j.In such cases the matrix simplifies and the eigenvalues(all of which turn out to be pure imaginary)can be readily found:λ=±idt2=−ω2j y j,(13) whereωj=f jj and again no summation is intended over j.Thus in such co-dimension n cases,one can view the motion in extra dimensions as confined to n-tori. This generalises the case of the centre equilibrium point that was found in the co-dimension one case recently [11]and amounts to a toroidal confinement of particles in the neighbourhood of the spacetime hypersurface.6Confinement through an effective potentialAn analysis of the motion in the extra dimensions can also be carried out by reducing the problem to the motion of a particle subjected to the action of an effective potential V=V(y).For generality in this section we shall assume that the metric k ab in Eq.(1)is a Riemannian(positive-definite)metric.The geodesic equations for the extra dimensions part are given byd˙y a2k bc,a˙y b˙y c+f,a e2f hαβdxαdλ=0.(14)In these coordinates equation(6)becomese2f hαβdxαdλ−k abdy adλ=ǫ,(15)which again allows the decoupling of the motion in the extra dimensions with equationsd˙y a2k bc,a˙y b˙y c+f,a ǫ+k bc˙y b˙y c =0.(16) Afirst integral of the above equation may be found by multiplying(16)by the factor2˙y a e2f to give2e2f ˙y a d˙y a2˙y a k bc,a˙y b˙y c +2˙y a e2f f,a ǫ+k bc˙y b˙y c =0,which,in turn,givese2f ddλ k bc˙y b˙y c +ǫde2fGiven that the metric k ab is positive-definite the motion is not allowed in the region where V(y)>˙y20.On the other hand,the particle may be bound toΣin the neighbourhood of y=0if y=0is a point of minimum of V(y).We note,however,that in cases where the embedding of the submanifold M4has codimension greater than one we can have bounded motion without the particle crossing the brane.As a simple example we consider the case corresponding to an embedding of M4with codimension two, that is,M=M4×N2.Let us assume the geometry of N2is given by the line elementdl2=u2(r)(dr2+r2dθ2).(18) Clearly we can interpret the radial coordinate r as related to the distance between the points of M and the submanifold M4,while the function u(r)gives a measure of the non-Euclideanicity of the metric k ab. Also since two-dimensional Riemannian manifolds are conformallyflat,any two-dimensional metric k ab can locally be put in the form(18),but in general with u=u(r,θ)[15].We now make the assumption,which in this case seems to be rather natural,that the warping function f is also a function of r,that is,f=f(r). With these assumptions the equation of the motion(17)yieldse2f u2 ˙r2+r2˙θ2 =˙y20−V(r).From the equation of motion(16)forθ,we get the following constant of the motion:u2r2˙θ=L=const.In this way,the equation for the radial motion reduces toV(r)+L2e2fe2f u2˙r2=˙y20−u2r2 .We shall end this section by deducing some general properties of the motion.Let us assume that f(0)=0 and that u(0)is regular and does not vanish at the origin,since otherwise the metric g would not be well defined at the spacetime M4.Now if L=0then the dominant term in the potential V eff in the limit r→0 is L2e2fc2+r2c4u2=+L2(c2+ar2)(c2+r2)c2+r2 −1Figure1:Figure showing the behaviour of the effective potential V eff for different values of L.For the upper curve(with L=1),V eff→∞as r→0,implying that the particle cannot cross the submanifold M4.For the lower curve(with L=0),on the other hand,the particle is confined to M4.The value of the parameter c was taken to be c=100.7ConclusionsIn this paper we have examined some aspects of the motion of massive particles and photons in a(3+1+n)-dimensional warped product spaces.Spaces of this type,where the codimension of the embedding is one or two,have received a great deal of attention over the recent years mainly in connection with the so-called braneworld scenarios.Our treatment has been geometrical and classical in nature.We have derived the conditions under which timelike and spacelike geodesics in the full space M coincide with those on the codimension n hypersurface.We also have shown that the motion of photons does not depend on the extrinsic curvature.Employing the splitting that naturally occurs in such spaces between the motion in the hypersurface and the remaining dimensions,and using plane analysis,further allows the stability of such a confinement to be also ing this approach,we have found a novel form of quasi-confinement(namely toroidal confinement)which is neutrally stable.The importance of such confinements is that they are due purely to 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