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基于数字孪生的海底地质灾害监测预警技术研究
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作者 李晓萌 陈天 +6 位作者 徐玮铎 孙志文 薛凉 朱宪明 范智涵 单红仙 贾永刚 《中国海洋大学学报(自然科学版)》 CAS CSCD 北大核心 2024年第5期102-114,共13页
本文创新了基于海底实时监测数据驱动的海底工程地质环境数字孪生模型,建立了一套埕岛油田地质灾害监测预警系统,构建了海底工程地质环境数据库,实现了对海底监测数据的远程实时可视化更新及交互控制。该系统应用于埕岛海底地质灾害监测... 本文创新了基于海底实时监测数据驱动的海底工程地质环境数字孪生模型,建立了一套埕岛油田地质灾害监测预警系统,构建了海底工程地质环境数据库,实现了对海底监测数据的远程实时可视化更新及交互控制。该系统应用于埕岛海底地质灾害监测,在持续运行的40天监测周期内,累计警报了2次强海底侵蚀灾害,提示了4次高浊度事件,真实反映了研究区海底侵蚀变化。本文首次尝试将数字孪生技术融合到海底地质灾害的监测预警中,为区域地质灾害防控提供了一种新的技术参考。 展开更多
关键词 数字孪生 海洋地质灾害 监测预警 海底工程地质环境 埕岛油田 UE4
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基于数字孪生的海底悬浮物时空变化可视化技术实现与应用
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作者 乔玥 单红仙 +3 位作者 王宏威 朱超祁 孙志文 贾永刚 《海洋学报》 CAS CSCD 北大核心 2023年第8期166-177,共12页
数字孪生技术构建的虚拟海洋平台,能够进一步实现海底环境监测数据的三维可视化分析。本文基于深海底长期原位监测数据,使用Unity3D技术构建出多模型融合的虚拟海洋环境,初步建立海洋工程地质环境数字孪生系统;结合MATLAB、ArcGIS数据... 数字孪生技术构建的虚拟海洋平台,能够进一步实现海底环境监测数据的三维可视化分析。本文基于深海底长期原位监测数据,使用Unity3D技术构建出多模型融合的虚拟海洋环境,初步建立海洋工程地质环境数字孪生系统;结合MATLAB、ArcGIS数据分析技术实现智能监测、数据分析、人机交互、辅助决策等功能;研究进一步构建虚拟环境粒子系统,对南海北部陆坡神狐海域近底层悬浮物浓度升高事件进行了三维可视化分析,结果表明:在虚拟环境粒子系统中悬浮物浓度、粒子数量与聚集程度具有较大的时空差异。特别是悬浮物浓度维持在较高水平时,发现粒子间相互碰撞、重叠,并在空间中衍生了密集程度更高的微团,当悬浮物浓度进一步升至峰值时,微团数量增加并占据空间大部分体积,形成悬浮颗粒高度聚集,覆盖范围更广的悬浮物聚合体。本文基于图像分析技术,将可视化分析结果与真实海底摄像进行对比,相对误差在0.16%~2.80%范围内,具有较高的可行性。 展开更多
关键词 数字孪生 悬浮物浓度 可视化分析 虚拟粒子系统 深海原位长期监测
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基于^(210)Pb、^(137)Cs分布和粒度特征的海床液化深度判定研究-以埕岛海域为例
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作者 孙璐 单红仙 +2 位作者 张红 刘汉露 贾永刚 《海洋学报》 CAS CSCD 北大核心 2023年第10期105-113,共9页
黄河水下三角洲海床液化现象分布广泛,对海底工程设施造成了极大威胁,确定液化深度可为海上工程建设提供参考,具有很大的理论意义和应用价值。在黄河水下三角洲北部埕岛海域液化扰动区钻探取得柱状沉积物对其进行剖面图像扫描、放射性... 黄河水下三角洲海床液化现象分布广泛,对海底工程设施造成了极大威胁,确定液化深度可为海上工程建设提供参考,具有很大的理论意义和应用价值。在黄河水下三角洲北部埕岛海域液化扰动区钻探取得柱状沉积物对其进行剖面图像扫描、放射性核素和粒度成分测试,获得图像分层特征、^(210)Pb、^(137)Cs活度及粒度剖面,在此基础上计算得到沉积速率。结果表明:埕岛海域受黄河1976年由刁口流路改道清水沟流路事件影响显著,这一时期沉积速率大幅减小并呈现阶段性特征;快速沉积时期表层沉积物频繁液化产生的砂层不断累积,从而形成密集砂层;通过分析^(210)Pb_(ex)、^(137)Cs活度剖面获得研究区液化历史的沉积记录,判定历史液化深度至少为5m,这一结论与前人研究相近。以^(210)Pb、^(137)Cs的活度为工具来判断沉积物液化历史及深度存在一定的可行性,具有很大的发展潜力。 展开更多
关键词 黄河水下三角洲 放射性核素 粒度特征 液化深度
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波流作用下海底边界层沉积物再悬浮与影响因素研究 被引量:5
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作者 文明征 陈天 +3 位作者 胡云壮 李勇 单红仙 贾永刚 《海洋学报》 CAS CSCD 北大核心 2020年第3期97-106,共10页
海底沉积物再悬浮及其分布取决于海洋水动力、沉积物类型与床面形态之间复杂的相互作用,准确地理解和确定沉积物再悬浮过程对于沉积物输运的研究具有重要的意义。本文在祥云湾海洋牧场典型海域开展现场原位观测,获取研究区波浪、海流及... 海底沉积物再悬浮及其分布取决于海洋水动力、沉积物类型与床面形态之间复杂的相互作用,准确地理解和确定沉积物再悬浮过程对于沉积物输运的研究具有重要的意义。本文在祥云湾海洋牧场典型海域开展现场原位观测,获取研究区波浪、海流及悬浮沉积物浓度数据;分析了波、流作用下海底边界层悬浮沉积物垂向分布特征,并探究了海洋水动力和床面形态对悬浮沉积物垂向分布的影响。结果表明,研究区波流之间的相互作用不显著,沉积物再悬浮受控于风暴浪作用,风暴浪作用下底床切应力可以达到沉积物临界切应力的10~15倍,沉积物的再悬浮滞后于风暴浪作用2~3 h。在波浪荷载微小的情况下,悬浮沉积物垂向分布呈现"I"型,波浪荷载下,悬浮沉积物垂向分布呈现幂指函数分布,表现为"L"型;床面形态随波、流作用而演化,影响沉积物的再悬浮过程,u*w/u*c=1.00可作为波浪和海流起主导控制作用的床面形态的判别依据,纯波浪荷载作用下的u*w/u*c显著高于波浪主控作用下,但二者之间的界线随着波浪荷载的增加而升高。 展开更多
关键词 海底边界层 沉积物再悬浮 波浪 床面形态 祥云湾
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探头尺寸对FFP确定海底沉积物性质影响的原位试验研究 被引量:1
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作者 单红仙 魏志明 +1 位作者 张民生 贾永刚 《海洋学研究》 CSCD 北大核心 2020年第3期83-91,共9页
自落式贯入仪(Free-Falling Penetrometer, FFP)是一种新型海底沉积物原位测量设备,用于海底沉积物工程性质原位调查。本文基于自主研发的FFP设备在黄海海域开展现场贯入试验,分析探头尺寸对判断沉积物性质的影响。研究表明,在不同沉积... 自落式贯入仪(Free-Falling Penetrometer, FFP)是一种新型海底沉积物原位测量设备,用于海底沉积物工程性质原位调查。本文基于自主研发的FFP设备在黄海海域开展现场贯入试验,分析探头尺寸对判断沉积物性质的影响。研究表明,在不同沉积物中探头尺寸对贯入深度、贯入阻力和沉积物类型判断有不同影响。在细粒沉积物中探头尺寸对贯入深度、贯入阻力影响较小;在根据贯入阻力变化划定分层时,小直径探头能反应贯入阻力更为细小的变化。在粗粒沉积物中探头尺寸影响更明显,大尺寸探头使贯入阻力变大,贯入深度减小。根据标准化深度和硬度因子可区分粗粒沉积物和细粒沉积物,在粗粒沉积物中探头尺寸增大,硬度因子减小,有利于细化沉积物类型。 展开更多
关键词 海底沉积物 自落式贯入仪 沉积物类型 贯入阻力
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Tidal flat erosion of the Huanghe River Delta due to local changes in hydrodynamic conditions 被引量:7
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作者 JIA Yonggang ZHENG Jiewen +2 位作者 YUE Zhongqi LIU Xiaolei shan hongxian 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2014年第7期116-124,共9页
An ideal nature system for the study of post-depositional submarine mass changing under wave loading was selected in the intertidal platform of the subaqueous Huanghe River Delta, a delta formed during period from 196... An ideal nature system for the study of post-depositional submarine mass changing under wave loading was selected in the intertidal platform of the subaqueous Huanghe River Delta, a delta formed during period from 1964 to 1976 as the Huanghe River discharged into the Bohai Gulf by Diaokou distributary. A road embankment constructed for petroleum recovery on the inter-tidal platform in 1995 induced the essential varieties of hydrodynamic conditions on the both sides of the road. With both sides sharing similarities in (1) initial sedimentary environment, (2) energetic wave loading, (3) differential hydrodynamic conditions in later stages, (4) enough long-range action, and (5) extreme shallow water inter-tidal platforms; the study is representative and feasible as well. Two study sites were selected on each side of the road, and a series of measurements, samplings, laboratory experiments have been carried out, including morphometry, hydrodynamic conditions, sediment properties, granularity composition, and fractal dimension calculation of the topography in the two adjacent areas. It was observed that in the outer zone, where wave loading with high magnitude prevailed, the tidal flat was bumpy and exhibited a high erosion rate and high fractal dimension. Further, the fractal dimension diminished quickly, keeping with the enlarging of calculative square size. However in the inner zone, where the hydrodynamic condition was weak, the tidal fiat was fiat and exhibited a low erosion rate and low fractal dimensions; the fractal dimension diminished with the enlarging of calcu- lative square size. The fractal dimensions in the different hydrodynamic areas equalized increasingly as the calculative square size accreted to threshold, indicating that the hydrodynamic condition plays a significant role in topography construction and submarine delta erosion process. Additionally, the later differentiation of sediment properties, granularity composition, microstructure characteristics, and mineral composition induced by the different hydrodynamic conditions can also contribute to the variation of topography and sea-bed erosion in the two adjacent areas. 展开更多
关键词 hydrodynamic conditions coastal erosion sea-bed topography in-situ measurement fractal calculation
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Wave flume experiments on the contribution of seabed fluidization to sediment resuspension 被引量:6
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作者 ZHANG Shaotong JIA Yonggang +5 位作者 WANG Zhenhao WEN Mingzheng LU Fang ZHANG Yaqi LIU Xiaolei shan hongxian 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2018年第3期80-87,共8页
Sediment resuspension is commonly assumed to be eroded from the seabed surface by an excess bottom shear stress and evolves in layers from the top down. Although considerable investigations have argued the importance ... Sediment resuspension is commonly assumed to be eroded from the seabed surface by an excess bottom shear stress and evolves in layers from the top down. Although considerable investigations have argued the importance of wave-induced seabed fluidization in affecting the sediment resuspension, few studies have been able to reliably evaluate its quantitative contribution till now. Attempt is made to preliminarily quantify the contribution of fluidization to resuspension using a series of large-scale wave flume experiments. The experimental results indicated that fluidization of the sandy silts of the Huanghe Delta account for 52.5% and 66.8% of the total resuspension under model scales of 4/20 and 6/20(i.e., relative water depth: the ratio of wave height to water depth), respectively. Some previously reported results obtained using the same flume and sediments are also summarized for a contrastive analysis, through which not only the positive correlation is confirmed, but also a parametric equation for depicting the relationship between the contribution of fluidization and the model scale is established. Finally, the contribution of fluidization is attributed to two physical mechanisms:(1) an attenuation of the erosion resistance of fluidized sediments in surface layers due to the disappearing of original cohesion and the uplifting effect resulting from upward seepage flows, and(2) seepage pumping of fines from the interior to the surface of fluidized seabed. 展开更多
关键词 EROSION shear stress seepage flows pore pressure build up fine-grained particles Huanghe Delta
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海底沉积物孔隙压力原位长期观测技术回顾和展望 被引量:4
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作者 陈天 贾永刚 +3 位作者 刘涛 刘晓磊 单红仙 孙中强 《地学前缘》 EI CAS CSCD 北大核心 2022年第5期229-245,共17页
海底沉积物孔隙压力对海底地质灾害过程反应敏感,是表征海床稳定性的一个重要指标,通过海底沉积物的孔隙压力观测可以判断海床的稳定状态,对于海底地质灾害预测预警具有重要意义。海底沉积物孔隙压力观测存在(1)超高背景压力下的高精度... 海底沉积物孔隙压力对海底地质灾害过程反应敏感,是表征海床稳定性的一个重要指标,通过海底沉积物的孔隙压力观测可以判断海床的稳定状态,对于海底地质灾害预测预警具有重要意义。海底沉积物孔隙压力观测存在(1)超高背景压力下的高精度测量;(2)贯入过程传感器超量程破坏;(3)系统长期供电及传感器漂移;(4)深海海底布放和回收等技术难点。国际上海底孔隙压力观测技术从20世纪60年代开始发展,逐渐形成了系列核心监测技术和成熟的商业化设备产品。挪威岩土工程研究所NGI与美国伊利诺伊大学共同研发的NGI-Illinois压差式孔隙压力观测系统,是已知最早的海底沉积物孔隙压力观测设备。此后,美国地质调查局USGS、美国桑迪亚国家实验室、英国牛津大学等相继研发了不同结构的观测设备,覆盖浅海到深海。其中,英国海洋科学研究所研发成功的深海孔隙压力原位长期观测设备PUPPI是一个重要的历史节点,该设备能够在6 000 m水深的环境中连续运行一年,成为当时最成功的海底孔隙压力观测设备,其现代化的设备结构和设计理念被后续的观测设备广为借鉴。21世纪以来,得益于海洋科学技术的整体进步,国际孔隙压力观测技术发展呈现加速趋势。法国海洋开发研究院IFREMER研发的Piezometer系列孔隙压力观测探杆,代表了当今世界的先进水平,可能是目前应用次数最多的海底孔隙压力观测设备。我国在深海探测、观测技术领域起步较晚,在深海沉积物孔隙压力原位长期观测技术方面几乎空白,发展很不成熟。其中,中国海洋大学、自然资源部第一海洋研究所等单位进行了较多的探索性研发工作。近年来,以港珠澳大桥建设、南海天然气水合物试采等为标志的大批国家级海洋建设项目如火如荼,深海油气矿产资源开发、深海天然气水合物开采利用等海洋新兴产业快速起步,深海孔隙压力原位长期监测关键核心技术等“卡脖子”问题仍然突出,严重制约了我国海洋工程产业发展的步伐。因此,迫切需要发展具有自主知识产权和关键核心技术的国产深海沉积物孔隙压力原位长期监测技术。本文回顾了国际、国内海底孔隙压力观测技术的相关研究进展,旨在分析总结孔隙压力观测技术及其应用中涉及的一些核心技术和亟待解决的关键问题,以期为我国该项技术的发展和应用提供借鉴。 展开更多
关键词 原位长期观测 孔隙压力 海洋沉积物 地质灾害 海洋工程
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Dynamics of Bottom Boundary Layers in the Yellow River Subaqueous Delta Based on Long-Term In-Situ Observations 被引量:8
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作者 ZHU Chaoqi JIA Yonggang +4 位作者 WANG Zhenhao GUO Lei shan hongxian LIU Xiaolei ZHANG Minsheng 《Acta Geologica Sinica(English Edition)》 SCIE CAS CSCD 2017年第1期369-370,共2页
Objective In geo-marine science,the generalized bottom boundary layer(BBL)represents a layer between sediments and seawater.The BBL plays an important role in geological,geobiochemical,geophysical and geotechnical r... Objective In geo-marine science,the generalized bottom boundary layer(BBL)represents a layer between sediments and seawater.The BBL plays an important role in geological,geobiochemical,geophysical and geotechnical research because it is the connection region of hydrosphere, 展开更多
关键词 Dynamics of Bottom Boundary Layers in the Yellow River Subaqueous Delta Based on Long-Term In-Situ Observations
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Release of Mercury from Intertidal Sediment to Atmosphere in Summer and Winter
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作者 LIU Ruhai Under the auspices of National Natural Science Foundation of China (No. 40806045) +3 位作者 the Program of the State Bureau of Oceanic Administration (No. 908-02-02-03) WANG Yan shan Changqing Ling Min shan hongxian 《Chinese Geographical Science》 SCIE CSCD 2010年第2期99-105,共7页
The release of mercury from intertidal sediment to atmosphere was studied based on the simulated experiment. The experiment samples were collected from the Haibo Estuary (S1) and the Licun Estuary (S2) of the Jiaozhou... The release of mercury from intertidal sediment to atmosphere was studied based on the simulated experiment. The experiment samples were collected from the Haibo Estuary (S1) and the Licun Estuary (S2) of the Jiaozhou Bay in China,which are seriously polluted with mercury. The results show that the mercury in sediment releases rapidly to atmosphere under solar radiation. After 8 hours of solar radiation,mercury concentrations decrease from 5.62 μg/g and 2.92 μg/g to 2.34 μg/g and 1.39 μg/g in S1 and S2 sediments respectively in summer,and decrease from 5.62 μg/g and 2.92 μg/g to 4.58 μg/g and 2.13 μg/g respectively in winter. The mercury species in the sediment change markedly under solar radiation. The concentrations of mercury bound to organic matter decrease significantly from 2.73 μg/g to 0.31 μg/g in S1 and from 2.07 μg/g to 0.31 μg/g in S2,and the released mercury mainly comes from mercury bound to organic matter. Mercury flux shows distinguishing characteristic of diurnal change,and it increases rapidly in the morning with the rising of solar radiation intensity,but decreases in the afternoon. The mercury flux increases with sediment temperature and solar radiation intensity. The rapid release of mercury in intertidal sediment plays an important role in the regional mercury cycle. 展开更多
关键词 汞释放 潮间带 大气 底泥释放 冬季 夏季 太阳辐射强度 沉积物
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Experimental Researches on the Accuracy of Micro- Electromechanical Accelerometer-Array in Seafloor Failure Deformation Measurement
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作者 WANG Zhenhao LIU Xiaolei +3 位作者 ZHANG Shaotong WEN Mingzheng shan hongxian JIA Yonggang 《Journal of Ocean University of China》 SCIE CAS CSCD 2022年第5期1198-1204,共7页
At present,there are few technologies applied to in situ observation of seabed deformation,among which the micro-electromechanical accelerometer-array(hereinafter referred to as accelerometers array)is a very advantag... At present,there are few technologies applied to in situ observation of seabed deformation,among which the micro-electromechanical accelerometer-array(hereinafter referred to as accelerometers array)is a very advantageous measurement method,with both commercial products and successful application cases.However,the coupling effect between accelerometer-array and sur-rounding soil and the linkage effect of accelerometer-array itself during the deformation may influence the accuracy and reliability of the measurement data.A simulation test chamber was designed and processed,and four groups of simulation tests were carried out to explore the coupling effect and linkage effect of accelerometer-array in the soil with different degree of consolidation.The results show that the accelerometer-array and the soil coupled well,and the coupling effect is positively correlated with the degree of soil consoli-dation.The ratio of accumulative deviation to soil lateral deformation is high at the initial stage of deformation(0-50 mm)and reduced with the continuous increase of deformation(>100 mm).In the process of liquefied soil deformation,the linkage effect of accelerometer array can be ignored,and is negatively correlated with the degree of soil consolidation.A concept to improve the measurement accu-racy of accelerometer-array in different seafloor failure deformation modes is proposed.The research results provide references for the modification of accelerometer-array and the improvement for other flexible rod-shaped deformation sensors. 展开更多
关键词 micro-electromechanical accelerometer-array seafloor failure deformation in situ observation coupling effect linkage effect
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