首页 | 本学科首页   官方微博 | 高级检索  
相似文献
 共查询到20条相似文献,搜索用时 46 毫秒
1.
以黄河口海域表层沉积物为研究对象,研究沉积物对重金属Cu、Pb的吸附特性,将沉积物筛分为4种粒级,探讨粒度、pH值、吸附时间和吸附剂初始浓度对重金属吸附的影响。结果表明:沉积物粒径越小,对重金属的吸附量越大;吸附平衡时间有所差异,但在1.5h均能达到吸附平衡;吸附量均随pH值升高而逐渐增加,但铜的吸附较铅的吸附速度快;铜的吸附量与吸附剂初始浓度呈线性关系,而铅的吸附量在初始浓度较低时变化明显,随初始浓度增加吸附量增加减小;沉积物对铜吸附等温线符合Langmuir型,铅吸附等温线符合Freundlich型,吸附类型存在差异。重金属在沉积物中的吸附规律研究为黄河口海域污染调查及治理提供了科学依据。  相似文献   

2.
厦门港表层沉积物对海水中铅的吸附动力学   总被引:1,自引:0,他引:1  
陈松  骆炳坤 《台湾海峡》1998,17(4):364-369
模拟研究厦门港表层沉积物对海水中Pb的吸附动力学及水环境条件的影响,当海水温度由20-30℃、PH5-8和盐度30-4变化时,吸附速率分别提高约50%、、个数量和5倍。吸附速率与盐度之间呈负指数相关关系。吸附过程可用交换吸附动力学模式描述。测定吸附速率常数、表观活化能和平衡吸附量等参数研究表明,沉积物对Pb的吸附性质以华东作用为主。  相似文献   

3.
珠江口沉积物中重金属及其相态分布特征   总被引:36,自引:3,他引:33  
分析了在珠江口采集的21个表层柱状沉积物样品重金属(Cu、Pb、Zn、Cr、Cd、As、Hg)的分布特征,并采用连续提取法,首次较系统地对该区沉积物中重金属元素的相态进行了研究。结果表明,珠江口表层沉积物中Zn、Cr、Cu、Cd等重金属含量呈现由西北逐渐向东南递减的变化特点,而Pb、As、Hg等重金属元素的含量分布无明显规律。重金属的相态分布表现为,Cu、Cd以吸附相为主,Cr、Hg以铁锰氧化物和有机结合相为主,Pb、Zn和As则表现为相对较为均匀地分布在3个或4个相态中,其中Pb以有机相稍占优势,Zn以铁锰氧化物相稍占优势,As则以水相稍占优势。重金属含量及相态分布的影响因素主要为污染源的排放(人为因素)和珠江口的水动力条件(自然因素),如强径流和弱潮所引起的沉积物粒度组成、海水、底质的盐度以及pH、Eh等。  相似文献   

4.
大亚湾养殖海区沉积物中营养盐的解吸-吸附   总被引:1,自引:0,他引:1  
研究了天然海水体系大亚湾养殖海区表层沉积物营养盐的解吸 -吸附规律。结果表明 :沉积物中磷酸盐和硅酸盐解吸 2h基本达到平衡 ,而铵盐、硝酸盐和亚硝酸盐 0 5h内基本达到平衡 ;各营养盐的解吸随pH值 (小于 8)降低而增大 ,随pH值 (大于 8)升高略有增加 ;盐度仅在低于 1 0时对各营养盐的解吸有影响。研究了磷酸盐在沉积物上的吸附等温线。  相似文献   

5.
长江口沉积物-铅的吸附动力学及环境影响   总被引:2,自引:0,他引:2  
模拟研究不同水环境条件下长江口悬浮沉积时对Pb的吸附动力学,提供动力不模式,测定速率常数和分配系数。研究表明盐度和PH对吸附产生明显影响、k1和kd分别与盐度存在着负指数关系;与pH存在线性关系。沉积物-Pb的吸附以化学作用为主。  相似文献   

6.
苯酚在海洋沉积物上的吸附作用   总被引:15,自引:1,他引:14       下载免费PDF全文
以苯酚为研究对象,系统地研究了其在南海沉积物上的吸附行为。实验中作者利用紫外可见分光光度计测定苯酚在沉积物上吸附前后的浓度变化,从而可以根据平衡浓度(Ce)和吸附在沉积物上的量(Cs)的关系来推测苯酚在沉积物上的吸附机理。研究表明,苯酚在海洋沉积物上的吸附行为可以同时很好地用Freundlich型、Langmuir型和线型三种吸附等温式来描述,这说明其吸附行为比较复杂。另外,通过改变吸附条件发现苯酚吸附行为受沉积物有机质的含量、介质的盐度、温度、酸度等因素的影响,并且饱和吸附量随着沉积物有机质含量、介质盐度和酸度的升高而增大,随着温度的升高而减小。  相似文献   

7.
为研究多环芳烃从河口到近海的环境归趋行为与生态风险,考察了沉积物质量浓度、溶解性有机质、温度、盐度4种典型环境因子对菲在黄河口沉积物上吸附的影响,比较了黄河口与近海两种沉积物对菲的吸附性能。研究结果表明,沉积物质量浓度越低,单位质量颗粒物的菲吸附量越高;共存的溶解性有机质对菲的吸附具有增促作用,且腐殖酸比黄腐酸的作用更显著;温度的升高不利于菲的吸附,而盐度的增加有利于菲的吸附。菲在沉积物上的吸附是分配作用与表面吸附两种行为的耦合,其中黄河口沉积物以表面吸附为主,而近海沉积物以分配作用为主。近海沉积物菲吸附量显著高于黄河口沉积物菲吸附量。基于此,菲从河口到近海的迁移过程中,更易于在沉积物表面发生吸附沉降,从而可能降低水相中的生态危害,但对近海底栖生物具有潜在的健康生态风险。  相似文献   

8.
选取两处组成差异较大的近海表层沉积物进行逐级化学分离处理,通过研究处理后的沉积物以及吸附活性组分差异较大的实际沉积物对磷的吸附特征,及沉积物原样和分级处理后样品的pH吸附曲线,探讨了近海沉积物组分对磷吸附过程的贡献。结果表明,化学分级处理能够有效除去沉积物中相应的活性组分,导致其吸附特征发生明显改变:逐级处理后的样品总体呈现出对磷的化学吸附作用逐渐减弱,物理吸附作用相应增强的趋势,与原样相比,相同条件下的吸附量均有所增加。碳酸盐以及金属氧化物等对化学吸附有明显贡献。近海沉积物原样以及依次去除碳酸盐和有机质的沉积物样品对磷吸附的pH边曲线均呈现抛物线变化趋势,盐酸处理后的样品与原样品吸附量随pH变化的趋势较为平行,而进一步去除有机质后pH边曲线则发生了明显变化。  相似文献   

9.
长江口潮滩表层沉积物对NH4+-N的吸附特征   总被引:9,自引:0,他引:9  
沉积物对NH4+-N的吸附是氮素生物地球化学循环的关键过程之一,它在河口潮滩生态系统内氮素循环过程中起着非常重要的作用.以长江口滨岸潮滩为研究区域,运用实验模拟的方法,研究了沉积物对NH4+-N的吸附特征,结果表明,在长江口潮滩上覆水和孔隙水中NH4+-N含量的变化范围内,沉积物对NH4+-N的吸附呈线性变化;研究区域内沉积物对NH4+-N的吸附系数为3.81~9.00,且与沉积物中有机碳(TOC)含量有良好的相关关系,它揭示了有机质控制着长江口潮滩沉积物中NH4+-N的吸附行为.实验模拟与实测结果对比发现,在潮滩自然环境条件下,研究区域内沉积物对NH4+-N的吸附处在非热力学平衡状态过程中.盐度是影响NH4+-N吸附过程的重要环境因子,且导数方程关系式在低盐度范围内,盐度的微小变化对NH4+-N的吸附有显著的影响.  相似文献   

10.
厦门西港表层沉积物对铅的吸附作用   总被引:4,自引:4,他引:0  
陈松  林汝健 《台湾海峡》1991,10(3):240-244
在海水介质中,模拟研究了厦门西港沉积物对Pb吸附过程的热力学和动力学性质,提出相应的定量模式,测定饱和吸附量、吸附速率常数和表观活化能等重要物化参数。结果表明,沉积物-Pb的吸附以化学作用为主,静电作用为辅。其吸附性质与水合氧化铁-Pb的吸附类似。  相似文献   

11.
In order to assess the impact of deep-sea mining on the in situ benthic life, we measured the microbial standing stock and concentration of organic nutrients in the deep-sea sediments of the Central Indian Ocean Basin in the Indian pioneer area. Sediments were collected using box core and grab samples during September 1996. The total bacterial numbers ranged from 10 10 -10 11 cells per g -1 dry weight sediment. There was a marginal decrease in the number of bacteria from surface to 30 cm depth, though the subsurface section registered a higher number than did the surface. The highest numbers were encountered at depths of 4-8 cm. The retrievable number of bacteria were two orders less in comparison with the direct total counts of bacteria. An almost homogeneous distribution of bacteria, total organic carbon, living biomass, and lipids throughout the depth of cores indicates active microbial and benthic processes in the deep sea sediments. On the other hand, a uniform distribution of total counts of bacteria, carbohydrates, and total organic carbon in all the cores indicates their stable nature and suggests that they can serve as useful parameters for long-term monitoring of the area after the benthic disturbance. Further studies on temporal variability in this region would not only verify the observed norms of distribution of these variables but would also help to understand restabilization processes after the simulated benthic disturbance.  相似文献   

12.
An acoustic inversion method using a wide-band signal and two near field receivers is proposed and applied to multiple layered seabed models including a manganese sediment. The inversion problem can be formulated into a probabilistic model comprised of signals, a forward model, and additive noise. The forward model simulates wide-band signals, such as chirp signals, and is chosen to be the source-waveletconvolution plane wave modeling method. The wavelet matching technique, using weighted least-squares fitting, estimates the sediment sound-speed and thickness on which determination of the possible numerical ranges for a priori uniform distribution is based. The genetic algorithm is applied to a global optimization problem to find a maximum a posteriori solution for determined a priori search space. Here the object function is defined by an L 2 norm of the difference between measured and modeled signals. Not only the marginal pdf but also its statistics are calculated by numerical evaluation of integrals using the samples selected during importance sampling process of the genetic algorithm.  相似文献   

13.
海上大直径钢管桩打桩过程中,桩周土体受到强烈扰动而发生强度弱化,掌握桩周土体强度弱化规律对于准确预测打桩过程、保证工程安全具有重要意义。为研究土体强度弱化规律,开展了环剪试验模拟打桩对桩周土体的扰动,测试土体强度随剪切速率的变化规律,建立了描述土体强度弱化规律的拟合公式,引入到打桩分析软件中。研究结果表明:土体的强度折减程度不仅与土体本身的性质有关还受到土体的埋深和剪切速率的影响,埋深越深土体强度折减程度越低,剪切速率越高土体强度折减越高,在打桩分析中可采用这里推荐的线性折减方法来模拟不同深度处土体强度的折减规律。  相似文献   

14.
The interdependence between the seismo-acoustic properties of a marine sediment and its geotechnical/physical parameters has been known for many years, and it has been postulated that this should allow the extraction of geotechnical information from seismic data. Though in the literature many correlations have been published for the surficial layer, there is a lack of information for greater sediment depths. In this article, a desktop study on a synthetic seafloor model illustrates how the application of published near-surface prediction equations to subsurface sediments (up to several tens of meters burial depth) can lead to spurious predictions. To test this further, acoustic and geotechnical properties were measured on a number of sediment core samples, some of which were subjected to loading in acoustically-equipped consolidation cells (oedometers) to simulate greater burial depth conditions. For low effective pressures (representing small burial depths extending to around 10 meters subsurface), the general applicability of established relationships was confirmed: the prediction of porosity, bulk density, and mean grain size from acoustic velocity and impedance appears generally possible for the investigated sedimentary environments. As effective pressure increases through, the observed relationships deviate more and more from the established ones for the near-surface area. For the samples tested in this study, in some instances increasing pressure even resulted in decreasing velocities. There are several possible explanations for this abnormal behavior, including the presence of gas, overconsolidation, or bimodal grain size distribution. The results indicate that an appropriate depth correction must be introduced into the published prediction equations in order to obtain reliable estimates of physical sediment properties for greater subsurface depths.  相似文献   

15.
Oedometer tests have been carried out on 70 undisturbed surficial clays (at approximately 250 mm below the mudline), mostly collected by free-fall corers from sites widely scattered throughout the deep-sea North Atlantic. Acoustic measurements were also made, initially on contiguous samples and ultimately on the same sample using a geophysically instrumented oedometer which also collected electrical resistivity data. Apart from those quiescent areas below the carbonate compensation depth, such as north of the West Indies where very fine clays exist, most of the samples are silty clays whose geotechnical-geophysical properties are dependent on the type of clay minerals present (and their ability to take in moisture), the sand-size fraction, and the quantity of carbonate present. Thus the pure clays have high compressibilities which decrease on the addition of coarse particles, while the converse is true for the acoustic parameters, these increasing with the sand fraction. Using the notion of the intrinsic compression line for all samples, and comparison to it of the measured compression curves, it is clear that, contrary to some previously held ideas, most deep-sea clays are normally consolidated; the addition of carbonate has the effect of creating an open, stronger sediment skeleton. Interestingly, where information is available, the variation with depth of a sample's acoustic velocity follows the void ratio pressure relationship of the compression curve. This allows the construction of an in-situ sediment compression curve using the in-situ geophysical observations.  相似文献   

16.
17.
《海洋学报(英文版)》2014,(8):F0003-F0003
<正>Acta Oceanologica Sinica(AOS)is a comprehensive academic journal edited by the Editorial Committee of Acta Oceanologica Sinica and is designed to provide a forum for important research papers of the marine scientific community which reflect the information on a worldwide basis.The journal publishes scholarly papers on marine science and technology,including physics,chemistry,biology,  相似文献   

18.
19.
This article presents a methodology developed to evaluate the instability of submarine slopes that extend over a large area. Special attention was paid to (1) the complex geometry (bathymetry) and the expanse of the slope, (2) the heterogeneity of the sediment, and (3) the distribution of the pore pressure. The safety factor was considered as a spatially varying quantity. The General Formulation (GLE, Fredlund and Krahn 1977), which fully satisfies equilibrium conditions, was used for evaluating the stability of the marine slope. The submarine slope failure, which occurred on 16 October 1979 during the construction of the new Nice airport, was studied in order to test the developed model. Geotechnical parameters were taken from experimental tests carried out by IFREMER on 19 cores extracted at different depths (from 27 m to 1300 m) (Cochonat, Bourillet, and Savoye, 1993; Mulder et al., 1994). Many scenarios were proposed in order to explain the cause of the Nice slope failure (Habib, 1994). In this article, two of those scenarios were tested. Simulation results are presented and discussed.  相似文献   

20.
Particle fluxes were measured 7 m above the sea bottom during the predisturbance, disturbance, and postdisturbance periods by using time series sediment traps attached to seven deep-sea moorings deployed in the INDEX experiment site in the Central Indian Basin. The predisturbance particle fluxes varied between 22.3 to 55.1 mg m -2 day -1 . Increased and variable particle fluxes were recorded by the sediment traps during the disturbance period. The increase observed was 0.5 to 4 times more than the background predisturbance fluxes. The increases in particle fluxes (~4 times) recorded by the sediment trap located in the southwestern direction (DMS-1) were the greatest, which could be the result of preferential movement of resuspended particles generated during the deep-sea benthic disturbance along the general current direction prevailing in this area during the experimental period. Also, the traps located closer to the disturbance area recorded greater fluxes than did the traps far away, across the Deep Sea Sediment Resuspension System path. This variability in recorded particle fluxes by the traps around the disturbance area clearly indicates that physical characteristics such as grain size and density of the resuspended particles produced during the disturbance had an important effect on particle movement. The postdisturbance measurements during ~5 days showed a reduction in particle fluxes of ~50%, indicating rapid particle settlement.  相似文献   

设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号