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Remote sensing offers a potential tool for large scale environmental surveying and monitoring. However, remote observations of coral reefs are difficult especially due to the spatial and spectral complexity of the target compared to sensor specifications as well as the environmental implications of the water medium above. The development of sensors is driven by technological advances and the desired products. Currently, spaceborne systems are technologically limited to a choice between high spectral resolution and high spatial resolution, but not both. The current study explores the dilemma of whether future sensor design for marine monitoring should prioritise on improving their spatial or spectral resolution. To address this question, a spatially and spectrally resampled ground-level hyperspectral image was used to test two classification elements: (1) how the tradeoff between spatial and spectral resolutions affects classification; and (2) how a noise reduction by majority filter might improve classification accuracy. The studied reef, in the Gulf of Aqaba (Eilat), Israel, is heterogeneous and complex so the local substrate patches are generally finer than currently available imagery. Therefore, the tested spatial resolution was broadly divided into four scale categories from five millimeters to one meter. Spectral resolution resampling aimed to mimic currently available and forthcoming spaceborne sensors such as (1) Environmental Mapping and Analysis Program (EnMAP) that is characterized by 25 bands of 6.5 nm width; (2) VENμS with 12 narrow bands; and (3) the WorldView series with broadband multispectral resolution. Results suggest that spatial resolution should generally be prioritized for coral reef classification because the finer spatial scale tested (pixel size < 0.1 m) may compensate for some low spectral resolution drawbacks. In this regard, it is shown that the post-classification majority filtering substantially improves the accuracy of all pixel sizes up to the point where the kernel size reaches the average unit size (pixel < 0.25 m). However, careful investigation as to the effect of band distribution and choice could improve the sensor suitability for the marine environment task. This in mind, while the focus in this study was on the technologically limited spaceborne design, aerial sensors may presently provide an opportunity to implement the suggested setup. 相似文献
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Over recent months the Ordnance Survey, Britain's national mapping agency, has changed the way in which it uses photogrammetry to update its large scales topographic database. The nature of the database itself has also changed during the same period, as the concept of a "Digital National Framework" has developed. This paper describes the Digital National Framework, the topographic data captured by Ordnance Survey within this framework and the capture methods currently used. The paper concentrates on the use of photogrammetry in the update process, describing the methods of the past, the methods currently in production, and the outlook for photogrammetry within the Ordnance Survey in future. 相似文献
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X-ray computed tomography (CT) scans of drill-core, recovered from the first phase of the Deep Fault Drilling Project (DFDP-1) through New Zealand's Alpine Fault, provide an excellent opportunity to study the damage zone of a plate-bounding continental scale fault, late in its interseismic cycle. Documentation of the intermediate-macro scale damage zone structures observed in the CT images show that there is no increase in the density of these structures towards the fault's principal slip zones (PSZs), at least within the interval sampled, which is 30 m above and below the PSZs. This is in agreement with independent analysis using borehole televiewer data. Instead, we conclude the density of damage zone structures to correspond to lithology. We find that 72% of fractures are fully healed, by a combination of clays, calcite and quartz, with an additional 24% partially healed. This fracture healing is consistent with the Alpine Fault's late interseismic state, and the fact that the interval of damage zone sampled coincides with an alteration zone, an interval of extensive fluid-rock interaction. These fractures do not impose a reduction of P-wave velocity, as measured by wireline methods. Outside the alteration zone there is indirect evidence of less extensive fracture healing. 相似文献
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宿迁地区水稻暴雨洪涝灾害保险气象理赔指数开发 总被引:1,自引:0,他引:1
利用宿迁地区104个乡镇2003—2013年水稻产量资料和2008—2013年保险理赔资料,计算水稻遭受暴雨洪涝灾害的灾害损失率;在自定义暴雨洪涝灾害指数的基础上,分析水稻灾损率与暴雨洪涝灾害指数的相关关系,建立各水稻种植区的气象理赔指数面板随机效应模型。结果得出:宿迁地区水稻遭受暴雨洪涝灾害影响的平均灾损率为-1.83%,达到理赔标准的乡镇比率为37.5%;受暴雨洪涝灾害影响最重的是III区,其次是I区,VII区和II区位居第三,其他几个区相对较轻;暴雨洪涝灾害主要影响水稻的孕穗扬花期和灌浆成熟期,对孕穗扬花期以前的生育期影响较小;暴雨洪涝灾害指数对水稻遭受暴雨洪涝灾害影响有较好的指示意义,利用这一指数制作水稻在灾损率预报准确率较高,达到90%以上;利用气象理赔指数,能较好的预报和模拟宿迁地区水稻遭受暴雨洪涝灾害的灾损率分布,对降低理赔风险,减少理赔费用有较强的指导意义。 相似文献
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This paper describes a scheme for identifying damage on a cross stiffened plate of a tanker ship model. Two damage locations were investigated. One was located at the intersection between the longitudinal and the bulkhead. The other was located at the intersection between the longitudinal and the web frame. The amplitude of a function containing the natural frequency, the damping ratio and the response was used as an indicator for damage. The function was obtained from a simulation using a neural network technique which inputs were the model's response. Simulation results obtained using response from numerical and experimental investigations are discussed. It was observed that even when the natural frequencies and the damping ratios did not show any definable trend due to the presence of damages, the amplitudes of the function showed consistent trends as the damage became more severe. 相似文献
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This paper analyses the morphological response induced by low-crested structures on the adjacent seabed, with particular interest in the erosion patterns that frequently develop at gaps and roundheads. The mechanisms responsible for erosion processes are examined by means of morphodynamic simulations with the numerical suite MIKE 21 CAMS developed by DHI Water & Environment. The main purpose of the paper is to verify how and how far a commercial code can predict bed evolution, in vicinity of defence structures in a real case, in order to get information that may be very useful for structure design and possible maintenance of existing works. The code is applied to a long-term simulation on a study site that is characterized by a composite intervention and suffers from severe erosion, Lido di Dante (Italy). The simulation covers the period (one year and a half) between two available multi-beam surveys, in order to have a detailed real bathymetry as starting point and another one, as accurate as the first, to compare numerical with surveyed results. All the other input data for the model, as waves, tide, wind and sediment characteristics, are derived from measurements in the area; moreover, the code is calibrated using wave and current data acquired during a field campaign. The bed evolution derived from simulations shows a good agreement with the survey both in the locations and in the intensity of erosive and depositional areas. A sensitivity analysis of results to some selected modelling parameters is performed on a shorter simulation period (one month), showing that accounting for bed slope in sediment transport modelling has greater effects in bathymetry evolution than the use of a complex sediment bathymetry or the representation of wave diffraction. 相似文献