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1.
通过正交实验确定了硫酸锌、葡萄糖酸钙和 APG(C0 81 0 )复配的 3元缓蚀剂最佳复配比为4∶ 1∶ 2。用失重法测得该 3元缓蚀剂在 35 0 mg/ L时对碳钢缓蚀率为 92 .8%,但试样表面存在局部腐蚀。为了抑制试样局部腐蚀的发生 ,采用失重法从几种常用缓蚀组分中筛选出硅酸钠和钨酸钠作为 3元缓蚀剂的添加剂组成 5元缓蚀剂 ,通过正交实验确定了组分间的最佳复配比。用失重法确定了5元缓蚀剂的临界浓度为 2 80 mg/ L ,此时对碳钢缓蚀率为 93.8%,并有效抑制了局部腐蚀的发生。从而得到了天然海水中 1种有效抑制碳钢局部腐蚀的低毒、高效复合缓蚀剂。据极化曲线分析可以确定该 5元缓蚀剂是 1种抑制阳极过程为主的混合型缓蚀剂。  相似文献   

2.
首次把 SDS:OP乳化剂复配微乳的增溶增敏性应用于海水中硼的分光光度法测定研究中 ,确定了最佳实验条件 ,改进了现有的姜黄法。该方法的精密度为 8.9× 10 -3 ,回收率为 10 4 % ,硼浓度在 0~ 1.2 0μg/m L范围内遵守比耳定律。摩尔吸光系数为 1.5 9× 10 5,检出限为 0 .0 0 6 9μgm L-1。结果表明该方法可广泛应用于海水及其它水体中硼的水相直接显色分光光度测定  相似文献   

3.
用自行设计安装的磁力浮沉子法密度装置测量溶液密度具有±3×10~(-3)kgm~(-3)的灵敏度,±3.5×10~(-3)kgm~(-3)的精密度。25℃时测定Nacl溶液的密度与Millero测量值平均偏差为2.6×10~(-3)kgm~(-3),求得NaCl的φ_v~0值为16.61(cm)~3mol~(-1)。 对12批中国标准海水及24个稀释中国标准海水的密度测量值(温度在15~25℃之间)与1980年国际海水状态方程计算值之间平均偏差为3.4×10~(-3)kgm~(-3)。实验结果表明中国标准海水及其稀释海水的密度与盐度及温度的关系遵从1980年国际海水状态方程。为中国标准海水作为溶液密度测量标准提供实验依据。  相似文献   

4.
复配型席夫碱缓蚀剂对碳钢在海水中缓蚀性能研究   总被引:1,自引:0,他引:1  
设计了由邻氧乙酸苯甲醛-4-吡啶甲酰腙席夫碱80 mg/L,邻香草醛脱氢枞胺席夫碱6 mg/L,ZnSO4 50 mg/L,Tween-80 100 mg/L四元复配缓蚀剂,通过失重法、极化曲线法和电化学交流阻抗技术,研究了该复配缓蚀剂在模拟现实使用环境中的缓蚀性能。结果表明,该复配缓蚀剂的缓蚀率受海水盐度的影响不大,但该复配缓蚀剂的缓蚀性能受海水温度和海水流速的影响较大,当温度低于50℃和流速较低、缓蚀剂浓度为临界浓度时,缓蚀剂对碳钢有很好的抑制作用,而有锈试样和间浸实验发现高浓度的复配缓蚀剂可以抑制碳钢的腐蚀。  相似文献   

5.
电分析测定海水样品中的铁离子具有准确、快速的优点 ,通过拉丁方正交实验设计分析各个因子的影响 ,优化了催化阴极溶出伏安法的实验条件。分析表明催化电流受到 p H值的显著影响 ,而其它试剂的浓度及富集时间对峰高影响不显著 ,优化后方法的检出限为 6.5× 10 - 1 0 mol· dm- 3,线性范围在 1× 10 - 9mol· dm- 3至 1× 10 - 6 m ol·dm- 3。可应用于海水中痕量铁的分析。  相似文献   

6.
利用失重法,电化学法和扫描电镜法研究了自制复合缓蚀剂(壬基酚聚氧乙烯醚磷酸酯、聚磷酸盐、羟基乙叉二膦酸、硫酸锌、葡萄糖酸钙)对G105钢在高温海水中的缓蚀性能及缓蚀行为.结果表明:当缓蚀剂浓度为150 mg/L时,70℃的缓蚀率达98.1%,90℃为95.2%;该复合缓蚀剂是一种阳极型缓蚀剂;缓蚀剂在电极表面的成膜过程随时间变化表现为3个不同的阶段:缓蚀剂膜生长过程、致密缓蚀剂膜存续过程和缓蚀剂膜衰减过程.  相似文献   

7.
徐龙  孙国清 《海洋科学》1991,15(6):30-33
Ⅰ.硼的存在形式及去硼意义 据文献报道自来水中硼的含量为7×10~(-9)~0.2×10~(-6)g/L,海水中的含量为5×10~(-6)g/L,河水中的含量为13×10~(-6)g/L,地下水和卤水中的含量随各地而有所不同。在一般的水溶液中,硼以H_3BO_3,B(OH)_4~(-)形式存在,以H_3BO_3为主。硼酸是一元弱酸,是一种路  相似文献   

8.
镉对石莼光合作用和呼吸作用及叶绿素含量的影响   总被引:1,自引:0,他引:1  
实验表明 ,用含不同浓度镉 (0、5、10、15、2 0、2 5、30× 10 -6)的海水培养石莼 1~ 8d,石莼的光合作用、呼吸作用、叶绿素含量受到了明显的影响。 5× 10 -6的镉培养 3d,光合速率和叶绿素含量明显下降 ;培养时间越长 ,下降幅度越大。低浓度的镉 (5~ 10× 10 -6)对呼吸有促进作用 ,出现了“伤呼吸”;高浓度的镉 (>10× 10 -6)对呼吸有明显抑制作用 ,培养 5d后石莼开始死亡。  相似文献   

9.
利用微分电位溶出分析法研究了海水中痕量铋(III)的最适测定条件。结果表明,实验条件选择电解电位(E)为-1.10V,溶出上限电位(E上)为-0.70V,溶出下限电位(E下)为-0.00V,工作电极旋转速度2500rpm.洗电极时间和富集时间分别为30s和600s。适宜的盐度和酸度为5.8-29.0×10-2mol/L和1.00-2.00×10-mol/LHNO3。对在海水中加入5μg/L铋(III)的样品8次测定的相对标准偏差为53%。校正曲线方程为Y=4.77+55X,相关系数(γ)为0.9993。对青岛沿岸海水测定的加入回收率为96.5%。1994年利用该方法测定青岛沿岸海水中铋(III)的浓度为0.017-0.103μg/L。  相似文献   

10.
水君 《海洋信息》1996,(8):10-11,7
1 世界海水资源及开发概况 世界海洋中海水的总量尽管各说不一,但大致相同,综合分析各种资料,基本上可认为是13.7亿立方公里。 海水中蕴藏着丰富的资源。除淡水占96.5%,总重量达1.362×10~(10)亿吨外,溶存的各种盐类占3.5%,其总重量约5×10~8亿吨,其中食盐约4×10~8亿吨。  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.
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   

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.
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   

15.
Specific properties of the interannual sea level variations and annual tides in the Northwestern Pacific were studied. Several tide stations were monitored. The monthly mean sea level for the year of 1995 was analyzed at each tide station. A seismic event in 1995, some tectonic activity around the subject area, and the Kuroshio (the oceanic western boundary current) may possibly contaminate results which would have occurred from the astronomical annual tide alone.  相似文献   

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18.
A set of 27 marine planktonic bacteria isolated from the polar regions was characterized by 16S rDNA sequencing and physiological and biochemical testing. More than half of these bacteria were positive for caseinase, gelatinase and 13-glucosidase, and could utilize glucose, maltose or malic acid as carbon source for cell growth. Twelve isolates expressed nitrate reduction activities. Except for one antarctic isolate BSwlO175 belonging to Actinobacteria phylum, these isolates were classified as γ-Proteobacteria, suggesting that γ-Proteobacteria dominated in cultivable marine bacterioplankton at both poles. Genus Pseudoalteromonas was the predominant group in the Chukchi Sea and the Bering Sea, and genus ShewaneUa dominated in cultivable bacterioplankton in the Prydz Bay. With sequence similarities above 97%, genus Psychrobacter was found at both poles. These 27 isolates were psychrotolerant, and significant 16S rDNA sequence similarities were found not only between arctic and antarctic marine bacteria ( 〉 99% ), but also between polar marine bacteria and bacteria from other aquatic environments ( ≥ 98.8% ), including temperate ocean, deep sea, pond and lake, suggesting that in the polar oceans less temperature-sensitive bacteria may be cosmopolitan and have a bipolar, even global, distribution at the species level.  相似文献   

19.
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   

20.
The effect of different fixation and storage protocols on the flow cytometric (FCM) simultaneous analysis of bacterioplankton and phytoplankton in coastal seawater samples (Mediterranean coastal lagoons) was investigated. FCM measurements (cell number, fluorescence and scatter characteristics) were obtained through DAPI staining. Three fixatives [glutaraldehyde (GA), formaldehyde (FA) and paraformaldehyde (PFA)] and two storage (3 months duration) methods (5 °C and −196 °C) were tested. Two dominant populations were detected in studied samples: bacteria and eukaryotic picophytoplankton. Adding fixatives (2% final concentration) appears necessary to obtain FCM exhaustive counts of all the bacteria and phytoplanktonic cells. This was related to the permeation effect of fixatives which allowed a better DAPI staining of the cells. Maximum fluorescence, i.e. optimal staining of the cells was obtained with FA or PFA, and significant lower fluorescences with GA. Fixed samples stored at 5 °C induced rapid cell loss. Only storage in liquid nitrogen of samples fixed with FA or PFA, allows mid-term (≥4 months) preservation of bacteria or picophytoplankton cell numbers, and limited evolution of DAPI-induced fluorescence and scatter characteristics.  相似文献   

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