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1.
This study compares the clay fraction percentage determined by Japanese standard JIS A1204/JGS 0131 and ASTM standard D422-63 for the clay samples obtained from the surface of sea bottom sediments in Ariake Bay, Japan. These two standards differ in the amount of dispersant to be added for the dispersion of soil suspensions. The Japanese and ASTM standards suggest adding sodium hexametaphosphate solution as the dispersant so that the final concentration of the dispersant in soil suspension for hydrometer test becomes 2 and 5 g/L, respectively. The test results indicated that the treatment by the Japanese standard gave less dispersion in the soil suspension compared to the ASTM standard, and hence resulted in the underestimation of clay fraction percentage of all the samples.  相似文献   

2.
Abstract

The granulometry of 21 box core sediments from five selected sites in the Central Indian Basin (CIB) have been studied to understand the sediment size characteristics in the Pioneer area before the benthic disturbance experiment. The sediments are predominantly clayey silt. Statistical parameters were determined to understand the control and variations in the grain size. The mean grain size (Mzφ) ranged from 7.0 to 8.6 for the surface and from 6.6 to 8.6 for the subsurface sediments, indicating deposition of very fine fractions during the Neogene period. The sediments were poorly sorted as revealed from the higher ρ1 values (2.7 to 2.9). Higher and negative values of skewness (SK1) indicated a winnowing action of prevailing currents in the area. Average kurtosis (KG) values for the surface (0.4 to 0.8) and subsurface (0.5 to 1.2) showed that sediments were very platykurtic and leptokurtic. Clay mineralogical studies showed that smectite had a wider range (from 6% to 55%) and decreased southward because of its terrigenous origin. The terrigenous influence of the sediments could be documented as far as 12°S. Smectite and kaolinite increased eastward and chlorite decreased southward. This observation positively correlated with the mean current direction in the area. However, the influence of Antarctic Bottom Water (AABW) in the area could be predicted from the southward increase in chlorite content.  相似文献   

3.
A comparative account of primary productivity (PP), in the characteristically turbid and highly dynamic waters of Ariake Bay, measured by 13C uptake and fast repetition rate fluorometer (FRRF) was conducted to ensure compatibility between the two methods. Estimates from both methods depicted strong linearity for both short-term (r2 > 0.90) and daily (r2 = 0.42–0.93) measurements, except in the near-surface (∼0 m) layer. 13C-based short-term (1 h; in situ) PP estimates showed similar magnitudes and trend with the instantaneous PP measured by FRRF concurrently. Whereas, unlike short-term measurements, the daily PP estimates from both methods showed large difference, with FRRF-based time integrated daily PP resulting in 1.09–1.82 times higher than the carbon-based daily (24 h; simulated in situ) PP. This difference between daily PP estimates was mainly due to: (1) the temporal variation of water column chlorophyll a (Chl a) because of frequent moving of water mass, and (2) the dissimilarity in ambient light field conditions between the two methods. Results revealed that considering the above two environmental factors invariable over a daylength, fairly close approximation of daily PP, compared to 13C-based daily PP, could be obtained from FRRF. Hence, FRRF-based daily PP can be considered as more realistic in this highly dynamic water body like Ariake Bay where water column parameters are subjected to strong temporal variation. The relationship between Chl a-specific photosynthetic rate (PB) and the corresponding photosynthetically active radiation (PAR) in the water column (PAR–PB relationship) was found to be linear for FRRF and curvilinear for 13C-based measurements in the near-surface layer, for the same intensities of incident PAR, and this is thought to be the primary basis for the higher difference in PP estimates at the near-surface layer. Considering the minor variations in FRRF-based time series of PAR–PB relationships, a combined and/or instantaneous PAR–PB relationship in combination with incubation Chl a and light field condition was used to obtain fairly close estimates of daily water column integrated PP from FRRF.  相似文献   

4.
渤海湾北部底质沉积物中黏土矿物组成与物源研究   总被引:4,自引:0,他引:4  
采用X射线衍射物相分析,对渤海湾北部166个表层沉积物样品和A435柱状样中的23个沉积物样品的主要黏土矿物含量组成进行分析。研究结果表明:渤海湾表层沉积物黏土矿物中伊利石(53.0%)含量最高,其次为蒙脱石(27.9%)、绿泥石(9.9%)和高岭石(9.2%),黏土矿物组合为伊利石-蒙脱石-绿泥石-高岭石型。渤海湾北部表层沉积物可分成3个沉积区,分别代表不同的沉积物来源:北部沿岸为滦河-海河物源区;中部和东部为黄河-海河物源区;西部沿岸为海河物源区。渤海湾北部表层沉积物黏土矿物分布和组合特征显示了渤海湾环流对海河、黄河和滦河来源物质的搬运和扩散作用。A435柱状样各黏土矿物含量在100cm以上层段具有很大的波动性,推测主要为黄河在1048—1128年和1128—1855年的改道事件的影响。  相似文献   

5.
北冰洋西部表层沉积物粘土矿物分布及环境指示意义   总被引:6,自引:1,他引:6  
楚科奇海及邻近的北冰洋深水区表层沉积物中粘土矿物的分布受源区母岩和海区环流结构所制约。来自加拿大马更些河的物质富含高岭石和伊利石,对研究区东北部和北部沉积物的影响较大;来自阿拉斯加西北部的河流和海岸带物质富含绿泥石,高岭石含量变化较大,对阿拉斯加西北部近海沉积物的影响明显;来自西伯利亚的物质富含绿泥石,对研究区西部沉积物的影响较为明显。自白令海峡进入的太平洋水携带富含蒙皂石的育空河物质横穿楚科奇海陆架向北扩散,导致楚科奇海中部沉积物中的蒙皂石含量高;同时,粘土矿物自身的粒度分异在某种程度上也促使蒙脱石在离岸距离较远的中部海区富集。  相似文献   

6.
Dredged or excavated soft marine clay can be improved by mixing it with cement or lime. However, these treatments are usually expensive. It is shown in this paper that soft marine clay can be strengthened through a bioencapsulation method in which the shear strength of clay aggregates can be substantially increased after the aggregates are treated with urease-producing bacteria, calcium chloride, and urea. We found that the bioencapsulation had increased the unconfined compressive strength of marine clay aggregates with a size of 5 mm from almost zero to more than 2 MPa. The strength of the bioencapsulated clay aggregates decreases with the increase in the size of the aggregate when the size is greater than 5 mm.  相似文献   

7.
通过研究黏土矿物及掺杂黏土矿物后湖泊沉积物磷的吸附/解吸特性,分析了高岭土、膨润土和沸石掺杂于湖泊沉积物后对磷稳定固定化的可行性。试验结果表明:掺杂膨润土稳定固化磷的效果最优,其次是高岭土,但掺杂沸石减小了沉积物对磷的吸附能力。具体结果是,按5%和10%比例掺杂高岭土时,沉积物吸附磷的能力增加,最大吸附量增加17.33%;按20%和40%掺杂时,沉积物吸附磷的能力减小,最大减小了43.31%。掺杂比例小时,高岭土与沉积物之间的阳离子交换过程扩大了空隙,增大了吸附量。达到平衡后,继续掺杂高岭土,引起空隙堵塞,减小了吸附量。掺杂膨润土的比例越大,沉积物吸持磷能力越强,按40%掺杂时,最终吸持率高达81.82%。这与膨润土表面积大、活性成分多有关。沸石由于孔道内被水分子和其他阳离子占据,有效吸附面积减小,对磷稳定化不起作用。  相似文献   

8.
A series of batch tests have been presented to investigate the effects of solid-solution contact time, solid:solution ratio, and pH of solution on sorption of Cd2+ and Pb2+ on Ariake clay from Kyushu region of Japan. The results show that, among the three investigated factors, solid:solution ratio (SD/SN) seems to be the crucial controlling factor. The Freundlich sorption parameters determined from the batch tests were applied to a typical field landfill in which the Ariake clay was used as soil barrier. The impacts of the landfill were assessed by numerical analysis. Based on the analysis result, the significance of selecting proper solid:solution ratio for determining sorption parameters from batch test has been discussed.  相似文献   

9.
陈弘 《海洋地质》2019,(1):75-81
X射线衍射法广泛应用于分析粘土矿物的含量和结晶特征,由于粘土矿物易与有机质结合形成有机-粘土复合体,是否去除有机质对分析结果有很大影响,实验结果表明影响最大的是伊-蒙混层矿物(含蒙脱石)和伊利石的含量,为得到可靠实验数据,必须重视对样品的前处理工作,对不同批次样品应该保持一致的处理程序。  相似文献   

10.
利用X射线衍射(XRD)对胶州湾150个站位表层沉积物的黏土矿物组成及含量进行分析,研究了胶州湾表层沉积物黏土矿物的分布特征及其物质来源。结果表明,胶州湾表层沉积物中黏土矿物组成主要是伊利石(65.1%)和蒙脱石(17.1%),其次是绿泥石(9.0%)和高岭石(8.8%)。在空间分布上,伊利石含量表现为西侧高、东侧低,高值区主要分布在大沽河、洋河口外两侧;蒙脱石含量高值区分布于胶州湾东北部、大沽河口东侧和湾口附近;绿泥石含量表现为东侧高、西侧低,且高值区整体呈条带状分布;高岭石含量表现为斑状分布,规律性不明显。黏土矿物物源分析表明,大沽河、洋河等入海河流所携带的陆源物质是胶州湾的主要物质来源,其中,大沽河是胶州湾沉积物中伊利石、蒙脱石和高岭石的主要物源,绿泥石则是大沽河、李村河及胶州湾东侧沿岸物质侵蚀风化产物共同作用的结果。  相似文献   

11.
The process of adsorption of metal ions by immobilized marine algae with the existence of clay was investigated. It can be noted from the results that, after mixing with clay, the adsorption rate increases rapidly with the increasing amount of the marine algae. When pH=5, the best ratio between the clay and the marine algae is 1:4 for Pb^2+. The result of in situ handling of the waste water containing heavy metals shows that the average adsorption rates of heavy metal irons Cu^2+, Cd^2+, Pb^2+ and Ni^2+ are all over 70 %.  相似文献   

12.
利用XRD方法分析了三门湾表层沉积物中的黏土矿物组成和含量,结合沉积物粒径趋势分析及长江和三门湾流域中小河流的黏土矿物组合特征,开展了三门湾沉积物的来源分析。结果表明,三门湾表层沉积物中黏土矿物以伊利石为主,其次为高岭石和绿泥石,蒙脱石含量最低。其中,伊利石高值区位于海湾中部,高岭石和绿泥石高值区分布在港汊附近,蒙脱石则在近岸呈斑块状分布。三门湾现代表层沉积物主要来源于长江入海物质,海湾周边短源山溪性河流带来的物质仅影响了河口近岸区。  相似文献   

13.
东太平洋粘土沉积物的增白实验研究和结构分析   总被引:2,自引:0,他引:2  
为了有效开发利用深海粘土,必须针对东太平洋粘土的特点提高其自度和活性。对东太平洋中国大洋调查区粘土沉积物进行湿法提纯后,采用酸溶氢气法以锌做还原剂对其进行了增白处理,并在不同温度下焙烧;分析了酸的类型、浓度、还原剂用量、反直时间及焙烧温度等对粘土增自效果的影响,得出了最佳工艺条件;测定增白前后粘土的物理化学性能和粘土矿物的结构,发现增自的同时还可以提高粘土的比表面积和其在有机溶剂中的分散性;增白后粘土矿物总体上保持了层状结构,但局部结构有一定的破坏,因而提高了粘土矿物的结构活性。  相似文献   

14.
The change in strength and deformation behavior of a typical marine clay deposit formed under shallow water is presented and discussed for the conditions of changing water table. This is a costal marine clay deposit with moderate carbonates along the east coast of India. The soil samples were taken from tidal flats where the sea had receded some time back, and the behavior of this deposit had been studied for the conditions of 1976, with high water table, and for the conditions of 2001, with depleted water table. Undisturbed soil samples were taken from sheeted open test pits. Standard consolidation and triaxial shear tests were conducted. Consolidation tests conducted on the samples taken for 1976 conditions with high water contents indicate that cementation effect are erased out under moderate stresses. Beyond this stress range, it behaves like soft, normally consolidated clay. In contrast, the results obtained from samples taken during 2001, with depleted water table, clearly indicate that the soil behaves like an over-consolidated one, and the improvement in the system is due to the chemical bonding and desiccation.  相似文献   

15.
采用X射线衍射(XRD)分析技术分析了长江水下三角洲地区65个表层沉积物样品的粘土矿物。结果表明,长江水下三角洲粘土矿物主要由伊利石、绿泥石、高岭石和蒙皂石构成;长江水下三角洲亚环境粘土矿物组成则不同,三角洲前缘亚环境中高岭石和绿泥石的平均含量高于前三角洲的含量,而前三角洲亚环境中伊利石和蒙皂石的平均含量高于三角洲前缘的含量。研究区粘土矿物主要来自长江流域,属于长江源,其分布主要受沉积动力环境和粘土本身性质的制约。  相似文献   

16.
Fast repetition rate fluorometry (FRRf) provides a potential means to examine marine primary productivity; however, FRRf-based productivity estimations require knowledge of the electron requirement (K) for carbon (C) uptake (K C) to scale an electron transfer rate (ETR) to the CO2 uptake rate. Most previous studies have derived K C from parallel measurements of ETR and CO2 uptake over relatively short incubations, with few from longer-term daily-integrated periods. Here we determined K C by comparing depth-specific, daily ETRs and CO2-uptake rates obtained from 24-h on-deck incubation experiments undertaken on seven cruises in Ariake Bay, Japan, from 2008 to 2010. The purpose of this study was to determine the extent of variability of K C and to what extent this variability could be reconciled with the prevailing environmental conditions and ultimately to develop a method for determining net primary productivity (NPP) based on FRRf measurements. Both daily ETR and K C of the upper layer varied considerably, from 0.5 to 115.7 mmol e? mg Chl-a ?1 day?1 and 4.1–26.6 mol e? (mol C)?1, respectively, throughout the entire data set. Multivariate analysis revealed a strong correlation between daily photosynthetically active radiation (PAR) and K C (r 2 = 0.94). A simple PAR-dependent relationship derived from the data set was used for generating K C, and this relationship was validated by comparing the FRRf-predicted NPP with the 13C uptake measured in 2007. These new observations demonstrate the potential application of FRRf for estimating regional NPP from ETR.  相似文献   

17.
Abstract

Rapid industrial growth and increasing population has resulted in the discharge of wastes into the ocean, wastes which ultimately reach the seabed and contaminate the marine sediments. The soil-contaminants interaction, and their associated physico chemical properties with sediments control the behavior of marine clays. Marine clay deposits of low strength and high compressibility are located in many coastal and offshore areas. There are several foundation problems encountered in these weak marine clays. In this study, experimental work was carried out in the laboratory to stabilize soft marine clays using the lime column technique. Also the lime-induced effects on the physical and engineering behavior of marine clays in sulfate-contaminated marine environment was investigated. Consolidation tests indicate that compressibility of the lime-treated samples was reduced to 1/2–1/3 of the virgin soil after 45 days treatment. The test results also suggest that the lime column technique can be conveniently used to improve the behavior of contaminated marine clay deposits.  相似文献   

18.
A very soft ground constructed by dredging and hydraulic fill has characteristics such as high water content, high initial void ratio, and very little effective stress. Estimating, with thorough considerations about consolidation properties and the initial stress associated with each layer's distinctive stress history, is essential in order to predict a reasonable consolidation settlement of soft ground. By investigating a construction project for national industrial complexes at a coastal area in southern Korea that experienced reclamation and ground improvement adapting PVD, various laboratory tests to find consolidation properties were performed with undisturbed samples collected from the entire depth of the marine clay fill layer and original clay layer. Through the investigation, this report suggests relationships of heterogeneity of permeability in both vertical and horizontal directions, void ratio-effective stress, and void ratio-permeability. Considering the fact that the original clay layer was under the process of consolidation by load due to hydraulic fill from the top, estimating the appropriate initial stress of each layer is critical to predict the future process of consolidation settlement determined by time. In order to obtain the initial stresses of two layers with different stress histories related to consolidation, cone penetration and dissipation tests were conducted.  相似文献   

19.
Underwater light environment and photosynthetic accessory pigments were investigated in Ariake Bay in order to understand how change of the pigments occurs in response to the tidal-induced changes in underwater light conditions. We hypothesize that phytoplankton increases photo-protective pigments and decreases light-harvesting pigments under higher light condition in the mixed layer caused by tidal cycle. Contribution rates of non-phytoplankton particles (a nph (400–700)) for light attenuation coefficient (K d ) was highest (32–85%), and those of phytoplankton particles (a ph (400–700)), dissolved organic matter (a g (400–700)) and water were 6–32, 6–21 and 5–23%, respectively. Mean K d was higher during the spring tide (0.55 ± 0.23 m−1) than the neap tide (0.44 ± 0.16 m−1), and the K d difference was caused by the substances resuspension due to the tidal current. In contrast, ratios of photo-protective pigments (diadinoxanthin and diatoxanthin) per chlorophyll a ((DD+DT)/Chl a) were higher during the neap tide (0.10 ± 0.03 mg mg-Chl a −1) than the spring tide (0.08 ± 0.03 mg mg-Chl a −1). And there was significant positive correlation between (DD+DT)/Chl a and mean relative PAR in the mixed layer ($ \overline {I_{mix} } $ \overline {I_{mix} } ). Moreover, there was significant negative correlation between ratios of light-harvesting pigments (fucoxanthin) per Chl a (Fuco/Chl a) and $ \overline {I_{mix} } $ \overline {I_{mix} } . These results suggested that phytoplankton in Ariake Bay increase photo-protective pigments and decrease light-harvesting pigments in the higher light condition of less turbid, shallower mixed layer during neap tide than spring tide.  相似文献   

20.
In this article, the mechanical behavior of a Jiangsu marine clay was investigated by drained triaxial tests, traixial rheological tests, and one-dimensional compression and swelling tests. A visco-plastic model, the Bingham model combining two yield surfaces model, was proposed to describe the time-dependent deformation behaviors of the marine clay. The governing equation of Biot's consolidation theory for the visco-plastic soil is solved using a finite element code which incorporates the visco-plastic model. Using the finite element method, settlements of a typical embankment on the Lianxu expressway in China are calculated. Settlement calculations using the visco-plastic model are in agreement with the measured settlements in the field. The results demonstrate that the visco-plastic model is appropriate for calculating the visco-plastic deformations of Jiangsu marine clay. Theoretical and experimental studies show that the visco-plastic deformation of Jiangsu marine clay is substantial.  相似文献   

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