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Study on reflection and transmission characteristics of shear waves at sediment layer interface
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作者 Pan Ji-Shun Song Chao-Yang +1 位作者 Li Chang-Zheng Liu Ya-Li 《Applied Geophysics》 SCIE CSCD 2022年第1期53-64,144,共13页
Since most of the natural disasters in the Yellow River are caused by sediment,the study of sediment composition,erosion and transport law is a fundamental part of sediment management in the Yellow River.As a method o... Since most of the natural disasters in the Yellow River are caused by sediment,the study of sediment composition,erosion and transport law is a fundamental part of sediment management in the Yellow River.As a method of in-situ testing,shear wave detection can obtain physical parameters such as the shear modulus of sediment.This paper,based on the Biot–Stoll model,deduces the equations for calculating the reflection and transmission coefficients when a shear wave is incident at the interface between sediment layer,and analyzes the effects of frequency,incident angle and porosity on the reflection and transmission coeffi cients of shear waves,as well as the diff erences in the propagation characteristics of longitudinal and shear waves at the interface between sediment layer.The results indicate that the refl ection and transmission coeffi cients of shear waves are linearly related to the porosity of sediment,and the refl ection coeffi cient of shear waves increases with the increase of porosity.The incident angle has a great infl uence on the changes of the reflection and transmission coefficients of shear waves,especially near the critical angle,the coeffi cients change abruptly.The frequency has a great infl uence on the refl ection and transmission coeffi cients of shear waves only near the characteristic frequency of sediment,while deviation from the characteristic frequency,the infl uence is small.The research results have certain signifi cance for obtaining the physical parameters of sediment and analyzying the composition of the Yellow River sediment and its erosion law. 展开更多
关键词 Shear wave saturated sediment layer refl ection TRANSMISSION
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Concentrations,Accumulation and Sources of PAHs in Surface Layer Sediments of Taizhou Bay
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作者 金彬明 江锦花 《Marine Science Bulletin》 CAS 2008年第1期38-45,共8页
The concentrations, accumulation and sources of 15 polycyclic aromatic hydrocarbons (PAHs) had been studied or evaluated in the surface layer sediments of Taizhou Bay, China. It showed that the concentrations of PAH... The concentrations, accumulation and sources of 15 polycyclic aromatic hydrocarbons (PAHs) had been studied or evaluated in the surface layer sediments of Taizhou Bay, China. It showed that the concentrations of PAHs ranged from 85.4 to 167.6 ng/g (averaged 138.62 ng/g), and the highest level was found in Jiao Jiang Dock. Percentages of 2-, 3-, 4-, 5- and 6-cyclic aromatic hydrocarbons were 7.8 %, 42.1%, 33.3 %, 9.6 % and 7.2 % respectively. The accumulation indices of PAHs ranged from 532.7 to 1068.9 (averaged 807.5), and the index of Phenanthrene was the highest (122.7), while that of Benzo (a) Pyrene was the lowest (2.7) among them. In Taizhou Bay, PAHs in surface layer sediments came mainly from coal burning, partly from direct pollution of petroleum hydrocarbons. 展开更多
关键词 Taizhou Bay Surface layer sediment PAHS Concentration
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THE SEISMIC PROFILER FOR DEEP SEDIMENT LAYERS AND ITS CHARACTERISTICS
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《Chinese Journal of Acoustics》 1989年第3期219-226,共8页
DDCl-1 type seismic profiler for deep sediment layers is a large scale marine survey equipment. Its penetrating strata depth may reach to 1 km. This equipment suits surveys for continental shelf,seafloor trench and ge... DDCl-1 type seismic profiler for deep sediment layers is a large scale marine survey equipment. Its penetrating strata depth may reach to 1 km. This equipment suits surveys for continental shelf,seafloor trench and geological structure under seafloor etc. It suits also geological environment surveys of seafloor resources.The working principle, block diagrams composition and echo signal processing characteristics are presented, and some typical strata profiles are shown. 展开更多
关键词 THE SEISMIC PROFILER FOR DEEP sediment layerS AND ITS CHARACTERISTICS ITS
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Threshold of Sediment Movement in Different Wave Boundary Layers 被引量:3
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作者 周益人 陈永平 马启南 《China Ocean Engineering》 SCIE EI 2001年第4期509-520,共13页
A review of former studies on the onset of sediment movement under wave action reveals that the Shields criterion obtained in unidirectional steady flow can also be applicable to oscillatory unsteady flow when the bou... A review of former studies on the onset of sediment movement under wave action reveals that the Shields criterion obtained in unidirectional steady flow can also be applicable to oscillatory unsteady flow when the boundary layer is the same. In this paper, through comparison of different boundary layers in wave and steady flow conditions, a new criterion is presented which can be used to predict the threshold of sediment movement Linder wave action. The criterion curve shows good agreement with the experimental data. 展开更多
关键词 WAVE threshold of sediment movement boundary layer
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Observations of boundary layer parameters and suspended sediment transport over the intertidal flats of northern Jiangsu, China 被引量:17
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作者 WANGYaping GAOShu KEXiankun 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2004年第3期437-448,共12页
A current-turbidity monitoring system (CTMS) was deployed on the intertidal flat at Wanggang, northern Jiangsu during October 16-17, 2000, to measure the tidal current speeds and seawater turbidities at 5 levels above... A current-turbidity monitoring system (CTMS) was deployed on the intertidal flat at Wanggang, northern Jiangsu during October 16-17, 2000, to measure the tidal current speeds and seawater turbidities at 5 levels above the seabed. Based upon the logarithmic-profile equation, the boundary layer parameters, i.e., u, z0 and C60, were obtained for 247 tidal flow velocity profiles. Around 90% of the profiles were logarithmic according to the critical correlation coefficient. Internal consistency analysis shows that these parameters derived by different methods are consistent with each other. In addition, the height of the bedforms observed is close to the seabed roughness lengths calculated from the velocity profiles, indicating that the boundary layer parameters obtained can reveal the conditions at the sediment-water interface on the intertidal flats. Suspended sediment concentrations were obtained from the 5 CTMS turbidity meters using laboratory and in-situ calibrations. The results show that the in-situ calibrated SSCs have a much higher accuracy than the laboratory calibrated ones. Calculation of suspended sediment fluxes on the intertidal flats, with a magnitude of 104 kg/m per spring tidal cycle, indicates that suspended sediment moves towards the northwest, which is reversal to the transport pattern controlled by the southward Northern Jiangsu Coastal Current in the sub-tidal zone and adjacent shallow waters. 展开更多
关键词 boundary layer parameter grain size sediment transport intertidal flat Jiangsu coast
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The fine velocity structure of sediment-base-ment layer in the Three-GorgesRegionoftheChangjiangRiver(YangtzeRiver)
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作者 胡鸿翔 边银菊 高世玉 《Acta Seismologica Sinica(English Edition)》 CSCD 1996年第3期52-59,共8页
In this paper, the study on the fine velocity structure of sedimental and basement layers along 4 deep seismic sounding profiles in the Three Gorges Region of the Changjiang River (Yangtze River) are presented... In this paper, the study on the fine velocity structure of sedimental and basement layers along 4 deep seismic sounding profiles in the Three Gorges Region of the Changjiang River (Yangtze River) are presented. The velocity of sedimental cover is larger in hills of western Hubei in the western profiles, the total thickness is about 0~0.3 km. However, it becomes thick in southern part of Zigui basin and Zushui river valley, about 5.0 km and 4.0 km thick respectively. The sedimental cover is very thick in Jianghan plains in the eastern profiles, about 5~8 km, and the velocity is lower. The velocity of basemental plane is greater than 6.0 km/s over the whole region. An interface can be divided within the sedimental layer, it is about 3~4 km deep in Jianghan plains, while it approximates to surface in other regions. The profiles are cut by faults in many positions. Where the faults pass, the velocity isopleth varies sharply, and the velocity is obviously low. The basement layer is characterized by high velocity and low gradient, there exist 3 high velocity anomalous zones within the layer, which are located at the west, south and east of Huangling Anticlinorium respectively. They are the upwelling materials of basalt magma with high velocity from deep crust. Perhaps, this process took place before formation of Huangling Anticlinorium. Its action produces the significant variation of basement plane depth and the correspondent development and action of faults. 展开更多
关键词 three gorges region sedimental layer basement layer velocity structure high velocity anomalous zone fault.
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Resistance of the diffusive boundary layer to salt release from saline sediments to freshwater
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作者 GAO Zengwen ZHENG Xilai XU Qinxuan 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2008年第1期23-28,共6页
The diffusive boundary layer (DBL) is the zone for matter exchange between surface water and aquatic sediments. To elucidate the influence of DBL on salt release from saline sediments to freshwater, two experiments ... The diffusive boundary layer (DBL) is the zone for matter exchange between surface water and aquatic sediments. To elucidate the influence of DBL on salt release from saline sediments to freshwater, two experiments with or without wind blowing were conducted. According to the experiments, a 3.5 cm DBL is formed above the smoothed sediments at a steady wind field and this thickness is greater than other studies. The observed flux of salt through the DBL is 6% larger than the calculated value from Fick' s first law. The results indicate that molecular diffusion is the dominant mechanism for salt transport through the DBL. The presence of DBL suppresses the hydrodynamic enhancement for matter exchange between sediments and overlying water. Therefore, salts in the sediments of a polder reservoir may influence the water quality chronically. 展开更多
关键词 sediment-water interface diffusive boundary layer molecular diffusion salt transport resistance effect
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Crustal thickness beneath the Tanlu fault zone and its tectonic significance based on two-layer H-κstacking 被引量:8
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作者 Lingli Li Weisen Shen +2 位作者 Siyuan Sui Huajian Yao Ziwen Bao 《Earthquake Science》 2021年第1期47-63,共17页
Tanlu fault zone(TLFZ)is the largest active fault zone in eastern China.It is characterized by complex tectonic evolution and multiple faults and marks the boundary between the North and South China blocks.An indepth ... Tanlu fault zone(TLFZ)is the largest active fault zone in eastern China.It is characterized by complex tectonic evolution and multiple faults and marks the boundary between the North and South China blocks.An indepth understanding of the distinct crustal structures of both parts of the TLFZ will provide valuable insights into the lithospheric and crustal thinning in eastern China,extensive magmatism since the Mesozoic,and formation mechanisms of metallogenic belts along the Yangtze River.In this study,a two-layer H-κstacking approach was adopted to estimate the thicknesses of the sediment and crystalline crust as well as the corresponding vP/vS ratios based on high-quality teleseismic P-wave receiver functions recorded by permanent and temporary stations in and around the TLFZ.The geological units in the study region were delineated,especially the crustal structures beneath extensive sedimentary basins on both sides of the TLFZ.The following conclusions can be drawn:(1)The crustal thickness in and around the TLFZ greatly varies depending on the segment.In the northern segment,the crust is relatively thin beneath the eastern part of the Songliao Basin,a broad uplift of the Moho can be observed,and the Moho descends from south to north.The crust below the central and southern segments becomes thinner from west to east.The thickness of the crust is less than 30 km toward the eastern side of the boundary between the Jiangsu and Anhui provinces,that is,significantly thinner than in other areas.In terms of the vP/vS ratios,high anomalies were detected in the central-southern segments of the TLFZ,indicating the upwelling of deep mantle magma via deep faults.(2)Positive isostatic gravity anomalies were observed in the eastern part of the northern segment of the TLFZ and in the eastern part of the Suwan segment.The crustal thickness is smaller than that obtained from the Airy model of isostasy.This suggests that the lower crust in this area may have experienced intensive transformation processes,which may be related to crustal thinning(caused by crustal extension)and the strong uplift of the mantle in eastern China.The isostatic gravity anomalies between the eastern and western parts of the TLFZ indicate that the fault zone plays a dominant role in controlling the development of the deep crustal structure.(3)Significant crustal thinning was observed beneath the eastern part of the boundary between the Jiangsu and Anhui provinces in the southern segment of the TLFZ,suggesting that this area is prone to lithospheric thinning of the North China Craton.Due to the subduction,compression,and retreat of the Paleo-Pacific Plate during the Yanshanian Period as well as the dehydration of subducting oceanic crust(within subduction zones),the asthenosphere and oceanic crust in eastern China partially melted,resulting in mantle enrichment.The basic magma from the mantle is accumulated at the base of the crust,leading to magmatic underplating.In areas with weak topography toward the east of the TLFZ,magma rises to the upper crust and surface,resulting in the enrichment of multiple metal deposits in this area. 展开更多
关键词 sediment layer P-wave receiver function crustal thickness Tanlu fault zone two-layer H-κstacking
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Comparison of Turbulence Schemes for Prediction of Wave-Induced Near-Bed Sediment Suspension Above A Plane Bed 被引量:1
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作者 张弛 郑金海 +3 位作者 王义刚 张勐韬 郑东生 张继生 《China Ocean Engineering》 SCIE EI 2011年第3期395-412,共18页
Based on a wave bottom boundary layer model and a sediment advection-diffusion model, seven turbulence schemes are compared regarding their performances in prediction of near-bed sediment suspension beneath waves abov... Based on a wave bottom boundary layer model and a sediment advection-diffusion model, seven turbulence schemes are compared regarding their performances in prediction of near-bed sediment suspension beneath waves above a plane bed. These turbulence algorithm., include six empirical eddy viscosity schemes and one standard two-equation k-e model. In particular, different combinations of typical empirical formulas for the eddy viscosity profile and for the wave friction factor are examined. Numerical results are compared with four laboratory data sets, consisting of one wave boundary layer hydrodynamics experiment and three sediment suspension experiments under linear waves and the Stokes second-order waves. It is shown that predictions of near-bed sediment suspension are very sensitive to the choices of the empirical formulas in turbulence schemes. Simple empirical turbulence schemes are possible to perform equally well as the two-equation k-ε model. Among the empirical schemes, the turbulence scheme, combining the exponential formula for eddy viscosity and Swart formula for wave friction factor, is the most accurate. It maintains the simplicity and yields identically good predictions as the k-ε model does in terms of the wave-averaged sediment concentration. 展开更多
关键词 sediment transport wave boundary layer turbulence scheme
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A numerical study for boundary layer current and sheet flow transport induced by a skewed asymmetric wave 被引量:1
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作者 CHEN Xin ZHANG Zichao WANG Fujun 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2018年第9期82-89,共8页
An analytical model with essential parameters given by a two-phase numerical model is utilized to study the net boundary layer current and sediment transport under skewed asymmetric oscillatory sheet flows. The analyt... An analytical model with essential parameters given by a two-phase numerical model is utilized to study the net boundary layer current and sediment transport under skewed asymmetric oscillatory sheet flows. The analytical model is the first instantaneous type model that can consider phase-lag and asymmetric boundary layer development. The two-phase model supplies the essential phase-lead, instantaneous erosion depth and boundary layer development for the analytical model to enhance the understanding of velocity skewness and acceleration skewness in sediment flux and transport rate. The sediment transport difference between onshore and offshore stages caused by velocity skewness or acceleration skewness is shown to illustrate the determination of net sediment transport by the analytical model. In previous studies about sediment transport in skewed asymmetric sheet flows, the generation of net sediment transport is mainly concluded to the phase-lag effect.However, the phase-lag effect is shown important but not enough for the net sediment transport, while the skewed asymmetric boundary layer development generated net boundary layer current and mobile bed effect are key important in the transport process. 展开更多
关键词 analytical model boundary layer current sediment transport sheet flow skewed asymmetric wave
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Field Observation and Analysis of Wave-Current-Sediment Movement in Caofeidian Sea Area in the Bohai Bay, China 被引量:5
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作者 左利钦 陆永军 +1 位作者 汪亚平 刘怀湘 《China Ocean Engineering》 SCIE EI CSCD 2014年第3期331-348,共18页
In order to study the mechanism of flow-sediment movement, it is essential to obtain measured data of water hydrodynamic and sediment concentration process with high spatial and temporal resolution in the bottom bound... In order to study the mechanism of flow-sediment movement, it is essential to obtain measured data of water hydrodynamic and sediment concentration process with high spatial and temporal resolution in the bottom boundary layer (BBL). Field observations were carried out in the northwest Caofeidian sea area in the Bohai Bay. Near 2 m isobath (under the lowest tidal level), a tripod system was installed with AWAC (Acoustic Wave And Current), ADCP (Acoustic Doppler Current Profilers), OBS-3A (Optical Backscatter Point Sensor), ADV (Acoustic Doppler Velocimeters), etc. The accurate measurement of the bottom boundary layer during a single tidal period was carried out, together with a long-term sediment concentration measurement under different hydrological conditions. All the measured data were used to analyze the characteristics of wave-current-sediment movement and the BBL. Analysis was performed on flow structure, shear stress, roughness, eddy viscosity and other parameters of the BBL. Two major findings were made. Firstly, from the measured data, the three-layer distribution model of the velocity profiles and eddy viscosities in the wave-current BBL are proposed in the observed sea area; secondly, the sediment movement is related closely to wind-waves in the muddy coast area where sediment is clayey silt: 1) The observed suspended sediment concentration under light wind conditions is very low, with the peak value generally smaller than 0.1 kg/m^3 and the average value being 0.03 kg/m^3; 2) The sediment concentration increases continuously under the gales over 6-7 in Beaufort scale, under a sustained wind action. The measured peak sediment concentration at 0.4 m above the seabed is 0.15-0.32 kg/m^3, and the average sediment concentration during wind-wave action is 0.08-0.18 kg/m^3, which is about 3-6 times the value under light wind conditions. The critical wave height signaling remarkable changes of sediment concentration is 0.5 m. The results show that the suspended load sediment concentration is mainly influenced by wave-induced sediment suspension. 展开更多
关键词 field observation wave-induced sediment suspension wave-current interaction bottom boundary layer (BBL) Caofeidian Bohai Bay
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Characterization of Sediment from Ourokessoum, North Cameroon: Morphostructural, Mineralogical, and Physicochemical Properties
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作者 Atangana Jacqueline Ntsama Kadaguina Doussana +3 位作者 Joseph Roland Atenga Essama Akoa Philémon Rémi Etoundi Bilobi Roland Touna Jean Pierre Nguetnkam 《Journal of Geoscience and Environment Protection》 2024年第9期51-76,共26页
The present study examines the morphological, physicochemical, and mineralogical specificity of clay sediments in the Hamakoussou Basin with the objective of exploring their potential applications. Field data collecti... The present study examines the morphological, physicochemical, and mineralogical specificity of clay sediments in the Hamakoussou Basin with the objective of exploring their potential applications. Field data collection was followed by a series of physicochemical and mineralogical tests on the clay samples. Results show that the clay layers, which range in thickness from 11 - 120 cm, exhibit gray, yellowish, or greenish colors. From a physicochemical perspective, these clay layers are found to be basic with a pH ranging from 8.5 for the higher Hama2 layer to 7.6 for the lower Hama1 layer. The sum of exchangeable bases (S) is medium to high with higher values in the Hama1 layer (53.45 meq/100g) and lower values in the Hama3 layer (17.09 meq/100g). Similarly, the cation exchange capacity (CEC) varies from 62.32 meq/100g for the higher Hama1N4 clay layer to 35.6 meq/100g for the lower Hama1N3 clay layer. Mineralogically, the clay materials are primarily composed of smectites, with illite, kaolinite, calcite, quartz, feldspar, hematite, and goethite also present. This study emphasizes the versatility of clay in various industries and scientific domains. It is known for its impermeability, plasticity, and fossil-preserving capabilities, making it a valuable material for economic, practical, and academic applications. 展开更多
关键词 Morphostructural sedimentS Clay layers sedimentary Basin Hamakoussou
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Hydrodynamics and Associated Sediment Transport over Coastal Wetlands in Quanzhou Bay,China 被引量:1
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作者 王爱军 《China Ocean Engineering》 SCIE EI 2011年第1期59-72,共14页
Coastal salt marshes represent an important coastal wetland system. In order to tmderstand the differences between boundary layer parameters of vegetated and unvegetated areas, as well as the mechanisms of sediment tr... Coastal salt marshes represent an important coastal wetland system. In order to tmderstand the differences between boundary layer parameters of vegetated and unvegetated areas, as well as the mechanisms of sediment transport, several electromagnetic current meters (AEM HR, products of Alec Electronics Co. Ltd.) were deployed in coastal wetlands in Quanzhou Bay, China, to measure current velocity. During the low tide phase, the surficial sediment was collected at 10 m intervals. In situ measurements show that the current velocities on the bare flat were much higher than those in the Spartina alterniflora marsh. Current velocity also varied with distance from marsh edge and plant canopy height and diameter. Around 63% of the velocity profiles in the tidal creek can be described by a logarithmic equation. Over the bare flat and Spartina alterniflora marsh, a logarithmic profile almost occurs during the flood tide phase. Sediment analysis shows that mean grain size was 6.7 Ф along the marsh edge, and surface sediments were transported from bare fiat to marsh; the tidal creeks may change this sediment transport pattern. The hydrodynamics at early flood tide and late ebb tide phases determined the net transport direction within the study area. 展开更多
关键词 velocity profile Spartina alterniflora marsh boundary layer near-bed current velocity sediment transporttrends Quanzhou Bay
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Sediment Transport Investigation in the Yangtze Estuary with Radioactive Tracer
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作者 Li Zhangsu Senior Engineer, Nanjing Hydraulic Research Institute, 210029, Nanjing 《China Ocean Engineering》 SCIE EI 1992年第4期471-482,共12页
This paper describes a radioactive tracer experiment carried out at the landward spoil site of the North Passage in the Yangtze Estuary in June, 1991. Scandium -46 was selected as the tracer, the total activity releas... This paper describes a radioactive tracer experiment carried out at the landward spoil site of the North Passage in the Yangtze Estuary in June, 1991. Scandium -46 was selected as the tracer, the total activity released was 179.45 GBq and the amount of the Sandium-46 glass was 495 g. The purpose of the experiment was to determine the sediment movement direction, path, velocity and transport rate, and therefore, to provide direct evidence for using the landward spoil site in the future. The experimental results showed that the sediment movement was governed by the ebb tide current during the period of mean and neap tides when the radioactive tracer was injected both on the flood and ebb tides, and the sediment moved from the release point to the middle of the North Passage near navigation buoy No. 269. The direciton of the sediment movement was 110 ° , the particle velocity was 758 m/d, and the sediment transport rate per unit width was 47.8 m3 / md. 展开更多
关键词 radioactive tracer sediment transport ESTUARY INJECTION CENTROID mobile layer thickness
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莫克兰俯冲带巨厚沉积层速度结构及含水量分布特征
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作者 于传海 刘思青 +3 位作者 高维 曾信 赵旭 徐敏 《地球物理学报》 北大核心 2025年第3期1054-1068,共15页
北印度洋莫克兰俯冲带是全球超低角度俯冲、巨厚沉积覆盖、特宽增生楔的俯冲带端元代表,其巴基斯坦海域区段构造特征复杂、大震活动频繁.巨厚沉积层的结构、固结状态及含水量直接影响着俯冲带的板片耦合程度、地震活动与构造演化特征.... 北印度洋莫克兰俯冲带是全球超低角度俯冲、巨厚沉积覆盖、特宽增生楔的俯冲带端元代表,其巴基斯坦海域区段构造特征复杂、大震活动频繁.巨厚沉积层的结构、固结状态及含水量直接影响着俯冲带的板片耦合程度、地震活动与构造演化特征.莫克兰俯冲带海上探测数据有限,沉积分层结构与力学属性仍不清楚,严重制约了其俯冲动力学过程和地震发育机制的研究.本研究基于2018年中巴联合航次获取的主动源海底地震仪数据,通过走时层析成像方法获取了莫克兰俯冲带穿过深海盆地、变形前缘和增生楔的沉积层速度结构,揭示了其孔隙度结构和含水量分布特征.模型结果显示,莫克兰俯冲带输入沉积厚达8.2 km,地震P波速度达4.5 km·s^(-1),4 km埋深之下沉积物固结成岩.莫克兰俯冲带浅部含水量在15 wt%以上,俯冲沉积脱水固结程度较高,含水量在3 wt%以下,高固结沉积可能增加莫克兰俯冲带的大震孕育潜力. 展开更多
关键词 莫克兰俯冲带 沉积层 速度结构 孔隙度 孕震潜力
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Application of interface material and effects of oxygen gradient on the performance of single-chamber sediment microbial fuel cells(SSMFCs)
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作者 Chin-Tsan Wang Thangavel Sangeetha +5 位作者 Wei-Mon Yan Wen-Tong Chong Lip-Huat Saw Feng Zhao Chung-Ta Chang Chen-Hao Wang 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2019年第1期163-168,共6页
Single-chamber sediment microbial fuel cells(SSMFCs) have received considerable attention nowadays because of their unique dual-functionality of power generation and enhancement of wastewater treatment performance. Th... Single-chamber sediment microbial fuel cells(SSMFCs) have received considerable attention nowadays because of their unique dual-functionality of power generation and enhancement of wastewater treatment performance. Thus, scaling up or upgrading SSMFCs for enhanced and efficient performance is a highly crucial task. Therefore, in order to achieve this goal, an innovative physical technique of using interface layers with four different pore sizes embedded in the middle of SSMFCs was utilized in this study.Experimental results showed that the performance of SSMFCs employing an interface layer was improved regardless of the pore size of the interface material, compared to those without such layers. The use of an interface layer resulted in a positive and significant effect on the performance of SSMFCs because of the effective prevention of oxygen diffusion from the cathode to the anode. Nevertheless, when a smaller pore size interface was utilized, better power performance and COD degradation were observed. A maximum power density of 0.032 mW/m^2 and COD degradation of 47.3% were obtained in the case of an interface pore size of 0.28 μm. The findings in this study are of significance to promote the future practical application of SSMFCs in wastewater treatment plants. 展开更多
关键词 Single sediment MICROBIAL fuel cells INTERFACE layer Dissolved OXYGEN PORE size OXYGEN DIFFUSION DIFFUSION coefficient
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海底高频声散射模型的声特征参数耦合性分析
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作者 倪海燕 鹿力成 +1 位作者 任群言 马力 《声学学报》 北大核心 2025年第5期1229-1239,共11页
为获取海底浅表沉积层底质分布及特性信息,研究了海底高频声散射模型中声特征参数的耦合特性,利用声特征参数耦合关系实现沉积层底质分类。首先基于Sternlicht海底高频声散射模型仿真单波束测深声呐时域声压包络曲线,并仿真分析了不同... 为获取海底浅表沉积层底质分布及特性信息,研究了海底高频声散射模型中声特征参数的耦合特性,利用声特征参数耦合关系实现沉积层底质分类。首先基于Sternlicht海底高频声散射模型仿真单波束测深声呐时域声压包络曲线,并仿真分析了不同底质类型下声阻抗指数、粗糙度谱强度、谱指数和体积散射系数等沉积层特征参数的耦合特性。然后利用青岛近海实验数据进行参数反演,提取参数耦合条纹的拟合直线斜率,对海底底质类型进行分类研究。研究表明:声阻抗指数、粗糙度谱强度和谱指数等参数对单波束测深声呐海底回波声压包络敏感,三个特征参数间互相存在耦合关系,共同影响时域声压包络幅值强度。根据声特征参数间耦合条纹的拟合直线斜率,可有效区分较软与较硬的底质类型。 展开更多
关键词 海底 高频声散射 沉积层 声学特征
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基于HVSR方法研究依兰陨石坑地下浅层结构
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作者 罗恒 邓阳凡 +5 位作者 张周 朱晟 熊成 马骥骁 胡仲发 黄润青 《大地构造与成矿学》 北大核心 2025年第4期900-911,共12页
依兰陨石坑是我国发现并证实的第二个陨石坑,其直径约为1.85 km。前人在依兰陨石坑区域开展了冲击变质诊断性证据的相关研究,钻孔资料揭示了依兰陨石坑撞击构造的实际深度。然而,依兰陨石坑撞击构造的地下结构三维特征仍需通过地球物理... 依兰陨石坑是我国发现并证实的第二个陨石坑,其直径约为1.85 km。前人在依兰陨石坑区域开展了冲击变质诊断性证据的相关研究,钻孔资料揭示了依兰陨石坑撞击构造的实际深度。然而,依兰陨石坑撞击构造的地下结构三维特征仍需通过地球物理探测加以约束。本研究在依兰陨石坑布设了220台节点式地震仪,并基于一个月的连续观测数据和背景噪声的谱比方法(HVSR),计算并提取研究区的峰值频率,随后利用蒙特卡洛反演获得研究区的浅层速度结构和沉积层厚度。结果显示,依兰陨石坑区域的峰值频率范围为0.3~10 Hz,从中心向周缘呈现逐渐升高的趋势;依兰陨石坑中心区域的沉积层厚度约为100 m,与附近钻孔资料结果一致,沉积层厚度由中心向坑缘逐渐减少至约20 m;在地表以下200 m深度处存在另一界面,可能对应于钻孔揭示的中粗粒花岗岩与细粒花岗岩的界面。本研究揭示依兰陨石坑区域的场地特征及撞击构造的浅层速度结构,为区域科学研究与科普工作提供重要的基础资料。 展开更多
关键词 依兰陨石坑 背景噪声 HVSR 横波速度反演 沉积层厚度
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表层土临界击穿条件下桥墩局部冲刷坑底部粗化覆盖层级配特性研究
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作者 李喜元 吴龙华 +1 位作者 武煜伦 王建龙 《中国农村水利水电》 北大核心 2025年第3期101-107,共7页
在双层非均匀沙河床上,表层土临界击穿条件下桥墩局部冲刷坑会继续向下发展,河床组成的变化影响河床上桥墩局部冲刷坑底部粗化覆盖层级配特性,桥墩局部冲刷坑底部粗化覆盖层会影响到桥墩的最大局部冲刷深度。利用天然非均匀沙模拟单层... 在双层非均匀沙河床上,表层土临界击穿条件下桥墩局部冲刷坑会继续向下发展,河床组成的变化影响河床上桥墩局部冲刷坑底部粗化覆盖层级配特性,桥墩局部冲刷坑底部粗化覆盖层会影响到桥墩的最大局部冲刷深度。利用天然非均匀沙模拟单层和双层土壤河床,并通过水槽试验,设置4组流量与非均匀沙,对表层土临界击穿条件下双层泥沙河床上桥墩局部冲刷坑底部覆盖层的级配特性进行了研究。结果表明:与单层泥沙河床相比,双层泥沙河床的冲刷过程更为复杂,表层泥沙初始床沙级配、底层泥沙初始床沙级配等因素影响到冲刷坑底部粗化覆盖层的形成过程;在表层土临界击穿条件下,双层泥沙河床桥墩局部冲刷坑底部粗化覆盖层泥沙级配曲线处于表层泥沙与底层泥沙作为单层河床时所得粗化覆盖层泥沙级配曲线之间;在表层土临界击穿条件下,超冲刷率随表层土厚度、表层土相对粗化度、覆盖层相对中值粒径等要素的增大而减小。并在此基础上提出了桥墩局部冲刷坑底部粗化覆盖层泥沙级配计算公式,应用公式计算值与实测值进行对比,验证了该公式不仅适用于表层土临界击穿条件下双层泥沙河床冲刷坑底部粗化覆盖层级配的计算,还可以较好的计算单层泥沙河床冲刷坑底部粗化覆盖层的泥沙级配,结果误差较小。 展开更多
关键词 双层泥沙河床 表层土临界击穿 超冲刷率 桥墩局部冲刷 粗化覆盖层 泥沙级配
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W-OH阻水层对煤矸石坡面降雨入渗以及产流产沙过程影响
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作者 鲁长金 王志刚 +2 位作者 杨海龙 武淼辰 尹文天 《干旱区地理》 北大核心 2025年第9期1623-1635,共13页
针对青海木里矿区煤矸石坡面水分渗漏以及冻土形成难题。在煤矸石坡面构建不同浓度的亲水聚氨酯(W-OH,0%、1.5%、2.5%、3.5%、4.5%)的阻水层,采用人工模拟降雨,对坡面的降雨入渗以及产流产沙特征参数进行分析,揭示不同浓度W-OH阻水层对... 针对青海木里矿区煤矸石坡面水分渗漏以及冻土形成难题。在煤矸石坡面构建不同浓度的亲水聚氨酯(W-OH,0%、1.5%、2.5%、3.5%、4.5%)的阻水层,采用人工模拟降雨,对坡面的降雨入渗以及产流产沙特征参数进行分析,揭示不同浓度W-OH阻水层对煤矸石坡面降雨入渗以及产流产沙过程的影响。结果表明:(1)在坡度5°、15°、25°以及雨强30~90 mm·h^(-1)下,不同W-OH浓度下坡面入渗率总体变化趋势呈现先迅速下降后趋于稳定,并且W-OH浓度越大,达到稳定入渗阶段越早。(2)不同W-OH浓度下的坡面平均入渗率较对照组(0%W-OH)降低了4.15%~73.64%;1.5%、2.5%、3.5%、4.5%浓度W-OH坡面的阻水效应分别为5.49%~49.98%、11.96%~65.91%、16.61%~72.10%、22.92%~85.81%,随W-OH浓度的增大而增大。(3)不同W-OH浓度下的坡面初始产流时间较对照组坡面提前了1.95%~74.20%;1.5%、2.5%、3.5%、4.5%浓度W-OH坡面的产沙效应分别为7.68%~97.98%、15.28%~163.00%、25.44%~261.44%、25.61%~260.58%,与雨强、坡度呈负相关,与WOH浓度呈正相关,产流效应分别为5.20%~83.39%、12.93%~131.18%、14.14%~149.11%、16.28%~188.86%。(4)对相关指标进行相关性分析发现,W-OH在阻止水分入渗、增加产流产沙发挥重要作用,雨强、坡度对于坡面产流产沙过程仍为主导因素。综合发现,在煤矸石坡面构建W-OH阻水层可以起到很好的减渗、阻水作用,同时也增加坡面的产流产沙;考虑到水土流失问题,可在坡面配置一定的水土保持措施。 展开更多
关键词 煤矸石 降雨入渗 产流产沙 阻水层
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