一种移动视频与地理场景的融合方法     

赵维淞  钱建国  汤圣君  王伟玺  李晓明  郭晗 《测绘通报》2020,(12):11-16

快速准确地了解灾害现场状况是救灾过程中的重中之重。通常发生灾害都会使用无人机进行现场勘察，但是无人机视频难以与实际的地理场景关联起来，为此本文提出了一种移动视频与地理场景的融合方法。该方法首先采用具有仿射不变性的ASIFT算法检测特征点，将匹配后的特征点采用RANSAC算法进行迭代剔除噪点，计算视频与地理场景最优的透视变换矩阵模型参数；然后将计算得到的透视变换参数应用到视频数据，恢复视频角点坐标；最后通过内插得出所有视频帧的角点坐标，实现视频与DOM的精确融合。试验结果表明，对视频数据匹配的间隔帧越短，其整体融合精度越高，通过本文方法进行视频与地理场景融合的误差标准差低于10 m。  相似文献   

南海东北部内潮的模态结构和传播     

刘倩  谢晓辉  尚晓东  陈桂英  汪宏 《海洋学报(英文版)》2019,38(9):12-23

The evolution of energy, energy flux and modal structure of the internal tides(ITs) in the northeastern South China Sea is examined using the measurements at two moorings along a cross-slope section from the deep continental slope to the shallow continental shelf. The energy of both diurnal and semidiurnal ITs clearly shows a～14-day spring-neap cycle, but their phases lag that of barotropic tides, indicating that ITs are not generated on the continental slope. Observations of internal tidal energy flux suggest that they may be generated at the Luzon Strait and propagate west-northwest to the continental slope in the northwestern SCS. Because the continental slope is critical-supercritical with respect to diurnal ITs, about 4.6 kJ/m~2 of the incident energy and 8.7 kW/m of energy flux of diurnal ITs are reduced from the continental slope to the continental shelf. In contrast, the semidiurnal internal tides enter the shelf because of the sub-critical topography with respect to semidiurnal ITs.From the continental slope to the shelf, the vertical structure of diurnal ITs shows significant variation, with dominant Mode 1 on the deep slope and dominant higher modes on the shelf. On the contrary, the vertical structure of the semidiurnal ITs is stable, with dominant Mode 1.  相似文献   

Solubilities,Densities,Refractive Indices of Aqueous Ternary Systems PEG400-NaCl/KCl-H₂O at 298 K          下载免费PDF全文

YU Xu-dong  LI Mao-lan  WANG Lin  HUANG Qin  ZHENG Hong  ZHENG Qiu-feng  LIU Min  ZENG Ying 《盐湖研究》2019,27(2):40-45

Phase equilibria for the NaCl/KCl-PEG400-H_2 O aqueous ternary systems at 298 K were studied using an isothermal dissolution method. In addition,the densities and refractive indices were determined. The corresponding phase diagrams,as well as the density vs. composition and refractive index vs.composition diagrams,were plotted. Results revealed that over the entire PEG400 composition range studied at 298 K only 1 liquid phase was obtained,without the formation of a biphase region. The phase diagrams of these 2 systems consist of 1 homogeneous area with unsaturated liquid( L) and an equilibrium area containing the solid phase of NaCl/KCl and the saturated liquid phase( S + L). The solubility of NaCl/KCl decreases with the addition of PEG400 at 298 K.  相似文献   

Near-surface soil stabilization by enzyme-induced carbonate precipitation for fugitive dust suppression     

Song  Jun Young  Sim  Youngjong  Jang  Jaewon  Hong  Won-Taek  Yun  Tae Sup 《Acta Geotechnica》2020,15(7):1967-1980

Acta Geotechnica - To resolve the environmental and sustainability issues from fugitive dust emission and conventional mitigation methods, multiple experiments were conducted to evaluate the...  相似文献   

迁入地资源环境压力指标体系构建与评价——以贵州省纳雍县为例     

郑钧宁  徐红 《测绘通报》2020,(8):126-130

选取贵州省纳雍县为易地扶贫迁入地研究对象，构建了评价指标体系，对迁入地资源环境压力进行了评价；同时应用层次分析法确定指标权重，计算资源环境压力，并将结果划分为相对高、中、低压力区3个等级。分析结果表明，纳雍县整体资源较为贫乏，生态环境较为脆弱，人均资源量较少，造成资源环境整体压力较大；由贫困发生率与资源环境评价值作相关分析，资源环境压力与贫困发生率呈弱负相关性。  相似文献   

大凌河河口地区中更新世晚期以来沉积环境演化     

商志文  李建芬  姜兴钰  李琰  王宏 《地质学报》2020,94(8):2433-2445

大凌河河口地区LZK06孔40m以浅岩心的沉积学、古生物学和年代学等综合研究以及该地区LZK02- 04钻孔资料，揭示了研究区中更新世晚期以来经历了两次海侵- 海退旋回，依次形成了中更新世晚期湖相/河流相 SymbolnB@ 晚更新世海相- 湖相/河流相 SymbolnB@ 全新世海相- 河流相地层。全新世早中期由于物源供给很少，研究区处于长达约10ka的饥饿滞留相沉积环境，平均沉积速率仅约0. 02~0. 05cm/a。全新世晚期约1500a cal BP以来，由于人类活动导致水土流失，河流输砂量增加，研究区开始了快速加积过程，平均沉积速率约0. 9~1. 2cm/a，下辽河平原被快速充填，开始成陆。与全球海面变化时空分布特征的对比，推断辽东湾的第II海相层发育于MIS 5- MIS 3早期，第I海相层发育于MIS 1阶段高海面时期。晚更新世以来频繁的海面升降是辽东湾泥质海岸带地层和环境演化的主要控制因素。  相似文献   

Constitutive modelling of fine-grained gassy soil: A composite approach     

Zhiwei Gao  Yi Hong  Lizhong Wang 《国际地质力学数值与分析法杂志》2020,44(9):1350-1368

Fine-grained marine sediments containing large undissolved gas bubbles are widely distributed around the world. Presence of the bubbles could degrade the undrained shear strength (s_u ) of the soil, when the gas pressure u_g is relatively high as compared with the effective stress in the saturated soil matrix. Meanwhile, the addition of bubbles may also increase s_u when the difference between u_g and pore water pressure u_w becomes smaller than the water entry value, causing partial water drainage from the saturated matrix into the bubbles (bubble flooding) during globally undrained shearing. A new constitutive model for describing the two competing effects on the stress-strain relationship of fine-grained gassy soil is proposed within the framework of critical state soil mechanics. The gassy soil is considered as a three-phase composite material with compressible cavities, which allows water entry from the saturated matrix. Bubble flooding is modelled by introducing an additional positive volumetric strain increment of the saturated clay matrix, which is dependent on the difference between pore gas and pore water pressure based on experimental observations. A modified hardening law based on that of the modified Cam clay model is employed, which in conjunction with the expression for bubble flooding, can describe both the detrimental and beneficial effects of gas bubbles on soil strength and plastic hardening in shear. Only two extra parameters in addition to those in the modified Cam clay model are used. It is shown that the key features of the stress-strain relationship of three fine-grained gassy soils can be reproduced satisfactorily.  相似文献   

基于Landsat数据的近30年上海大陆岸线变化分析          下载免费PDF全文

钱静  栾奎峰  陆雪骏  朱卫东  邱振戈 《海洋测绘》2020,40(5):63-68

为了研究上海大陆岸线的最新变化,以5年为间隔,选取1988~2019年间的近30年多期Landsat遥感影像,采用多尺度分割和光谱分割相结合的分割方法,提取影像中研究区域的水边线,并利用同年不同时相的水边线和平均大潮高潮位数据进行潮位校正,获取相对准确的海岸线位置。使用线性回归速率方法(LRR)对大陆岸线的外扩距离和速度变化进行了统计,同时对上海大陆岸线长度和面积的时空变化进行了分析。结果表明,从1988~2019年,上海大陆岸线总长度增加了10.4km,增幅达5.19%,长度变化呈“减增减”的趋势。海岸线的平均外扩距离为1.35km,平均LRR值为50m/年,外扩距离最大处位于南汇嘴。上海大陆沿岸总的新增土地总面积达到220.39km²。  相似文献   

Response of soil aggregate disintegration to the different content of organic carbon and its fractions during splash erosion     

Hairu Li  Gang Liu  Ju Gu  Hong Chen  Hongqiang Shi  Mohamed A. M. Abd Elbasit  Feinan Hu 《水文研究》2021,35(2):e14060

Aggregate disintegration is a critical process in soil splash erosion. However, the effect of soil organic carbon (SOC) and its fractions on soil aggregates disintegration is still not clear. In this study, five soils with similar clay contents and different contents of SOC have been used. The effects of slaking and mechanical striking on splash erosion were distinguished by using deionized water and 95% ethanol as raindrops. The simulated rainfall experiments were carried out in four heights (0.5, 1.0, 1.5 and 2.0 m). The result indicated that the soil aggregate stability increased with the increases of SOC and light fraction organic carbon (LFOC). The relative slaking and the mechanical striking index increased with the decreases of SOC and LFOC. The reduction of macroaggregates in eroded soil gradually decreased with the increase of SOC and LFOC, especially in alcohol test. The amount of macroaggregates (>0.25 mm) in deionized water tests were significantly less than that in alcohol tests under the same rainfall heights. The contribution of slaking to splash erosion increased with the decrease of heavy fractions organic carbon. The contribution of mechanical striking was dominant when the rainfall kinetic energy increased to a range of threshold between 9 J m⁻² mm⁻¹ and 12 m⁻² mm⁻¹. This study could provide the scientific basis for deeply understanding the mechanism of soil aggregates disintegration and splash erosion.  相似文献   

A two-surface thermomechanical plasticity model considering thermal cyclic behavior     

Cheng  Wei  Chen  Ren-peng  Hong  Peng-yun  Cui  Yu-jun  Pereira  Jean-Michel 《Acta Geotechnica》2020,15(10):2741-2755

In thermal-related engineering such as thermal energy structures and nuclear waste disposal, it is essential to well understand volume change and excess pore water pressure buildup of soils under thermal cycles. However, most existing thermo-mechanical models can merely simulate one heating–cooling cycle and fail in capturing accumulation phenomenon due to multiple thermal cycles. In this study, a two-surface elasto-plastic model considering thermal cyclic behavior is proposed. This model is based on the bounding surface plasticity and progressive plasticity by introducing two yield surfaces and two loading yield limits. A dependency law is proposed by linking two loading yield limits with a thermal accumulation parameter n_c, allowing the thermal cyclic behavior to be taken into account. Parameter n_c controls the evolution rate of the inner loading yield limit approaching the loading yield limit following a thermal loading path. By extending the thermo-hydro-mechanical equations into the elastic–plastic state, the excess pore water pressure buildup of soil due to thermal cycles is also accounted. Then, thermal cycle tests on four fine-grained soils (natural Boom clay, Geneva clay, Bonny silt, and reconstituted Pontida clay) under different OCRs and stresses are simulated and compared. The results show that the proposed model can well describe both strain accumulation phenomenon and excess pore water pressure buildup of fine-grained soils under the effect of thermal cycles.

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