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1.
象山港氮、磷营养盐环流和分布规律的研究   总被引:8,自引:1,他引:7       下载免费PDF全文
采用定点监测分析方法,研究了象山港狭湾内设置的六个固定站位1992-2007年时间段内的硝酸氮(NO3-N)、亚硝酸氮(NO2-N)、铵氮(NH4-N)和磷酸盐(PO4-P)浓度的监测数据,探讨了象山港狭湾内(122°00'E以西)氮、磷营养盐的环流和分布规律.结果表明,(1)除个别年份外,16年内硝酸氮、亚硝酸氮、铵氮和磷酸盐浓度的空间分布,从港顶1号站向港口6号站呈降低趋势,其中以PO4-P、NO2-N的降低趋势最为明显,而NH4-N的降低趋势相对较弱.(2)NO3-N的空间变化规律较为复杂,并且3号站的浓度往往达到最大值.(3)无论是平水期(4月)还是丰水期(7月),表层盐度均低于底层,而表层温度高于底层;盐度从港顶1号站向港口6号站递增,而温度递减.这种分布规律基本上可用余环流模式进行解释,但余环流输运并不是促使营养盐入海的唯一原因,潮振荡的垂向剪切造成的纵向弥散和潮混合亦对营养盐输运有重大贡献.(4)与1992年相比,2007年各站的NO3-N浓度几乎都增加了一倍,PO4-P浓度增幅更大,说明象山港的氮、磷污染与日俱增.  相似文献   

2.
胶州湾沉积物中氮与磷的来源及其生物地球化学特征   总被引:34,自引:9,他引:25  
通过对比分析和相关分析对沉积物中氮、磷含量、OC∶TN、TN∶TP进行了研究,探讨了胶州湾沉积物中氮、磷的来源及其生物地球化学特征.研究表明,胶州湾表层沉积物中总氮、总磷的变化趋势一致,即从湾内到湾外含量依次降低,其中总氮依次为0.41、0.25、0.20mg/g,总磷的含量依次为0.29、0.24、0.22mg/g.在整个柱状样中总氮、总磷平均含量的变化也和表层基本一致,有机氮在大部分层次占总氮的50%-70%,无机磷所占总磷的比例一般大于60%.根据沉积物OC∶TN比、氮、磷的垂直分布可以判断湾内和湾口沉积物中的氮主要是陆源的,海洋自生的氮分别占28.9%和13.1%,湾外的氮主要是自生的,海洋自生的氮占62.1%.与氮相比,磷主要是陆源的,但在湾外海洋自生磷的比例明显高于湾内.悬浮颗粒物的组成也证明了湾内沉积物中氮、磷主要是陆源的.沉积物中OC∶TN值的垂直变化也反映了近年来胶州湾物质来源的变化特征,即河流来沙急剧减少,沿岸倾倒垃圾不断增多,后者已经取代前者成为胶州湾主要的沉积物来源.另外,沉积物中TN和TN∶TP的垂直变化也和近年来胶州湾水体中营养盐含量的变化相一致.胶州湾不同地区氮、磷的沉积通量相差很大,湾口的沉积通量最大,而湾外的沉积通量最小;在表层沉积物中,氮的矿化速率高于磷,有机磷的矿化速率大于无机磷,但有机氮的矿化速率并不一定大于无机氮.OC、pH、Eh、Es等环境因素影响氮、磷的矿化,但在不同海区影响程度并不相同.  相似文献   

3.
氮、磷是海洋生物生长所需要的重要营养元素,其变化对海水增养殖区生态系统结构和功能有着重要影响。文章根据2016年3月、5月、8月及10月的监测资料,分析了山东省15个海水增养殖区氮、磷分布特征,结果表明:DIN浓度范围0.007 30~2.20 mg/L,平均值0.192 mg/L,68.0%的站次浓度介于0.05~0.2 mg/L之间,渤海湾、莱州湾养殖区浓度普遍高于黄海养殖区;PO4-P浓度范围0~0.089 5 mg/L,平均0.005 98 mg/L,81.9%的站次浓度介于0.001~0.015 mg/L之间,约2/3水域为磷限制性贫营养状态。表层、底层海水DIN与PO4-P浓度无明显差异;NO3-N、NO2-N、NH4-N占比分别为68.91%、6.82%、27.27%,NO3-N是DIN的主要存在形式;夏季NH4-N形态比例最高,平均占比36.5%;N/P原子质量比范围1.6~2 532.3,主要范围在10~40,渤海养殖区N/P比明显高于黄海养殖区;DIN分布主要受陆源径流输入影响;PO4-P水平分布无明显规律。  相似文献   

4.
依据2013 年夏季和秋季对黄海海域两个航次的调查结果,对该海域溶解无机氮的季节变化,垂直变化,平面分布状况及其影响因素进行了初步分析和探讨。结果表明,该海域溶解无机氮的分布及组成存在明显的季节性:秋季NO3-N的平均浓度为(7.09±4.15)μmol/dm3,远高于夏季(3.21±3.31) μmol/dm3;夏季NH4-N 含量(0.99±0.95)μmol/dm3 较秋季(0.79±0.82)μmol/dm3 高;夏、秋两个季节溶解无机氮的主要组成部分均为NO3-N,其比例约为70 %和90 %。受浮游植物生长、海水层化以及黄海冷水团存留的影响,调查海域夏季表层溶解无机氮的浓度较低,底层浓度较高;此外,研究海域表层溶解无机氮的分布明显受陆源输入控制,表层溶解无机氮的整体呈现出近岸高外海低的现象,NH4-N的高值区主要出现在靠近城市的近岸海区。该论文可以为该海域氮盐的海洋化学循环研究及赤潮等有害藻华的预防提供科学的理论依据。  相似文献   

5.
长江口滨岸潮滩柱样沉积物与孔隙水中氮的垂直分布特征   总被引:4,自引:1,他引:3  
对长江口滨岸潮滩柱样沉积物及孔隙水中NH4^ -N、NO3^--N和NO2^--N的剖面进行了分析。结果表明,沉积物和孔隙水中NH4^ -N,NO3^--N和NO2^--N剖面分布基本一致,其中NH4^ -N含量最高,这说明有机质的降解反应主要是在缺氧或无氧环境中进行的;沉积物中有机质含量与NH4^ -N含量线性相关;NO3^--N和NO2^--N在剖面中以0~20cm变化剧烈,说明表层和深层有机质的降解程度发生改变。  相似文献   

6.
南海深海盆表层沉积物氮的地球化学特征与生态学功能   总被引:5,自引:1,他引:4  
研究了南海深海盆区域(南沙海槽西南部)表层沉积物中氮的形态、分布及其在生物地球化学循环中的功能.研究表明,表层沉积物中不同形态氮的含量不同.其中,氧化还原转化态的氮(SOEF-N)含量最高,平均为68.3μg/g,占总氮(TN)的7.08%;弱酸转化态氮(WAEF-N)含量最小,仅占总氮(TN)的1.09%.离子交换态(IEF-N),WAEF-N,S OEF-N及TN的地球化学分布特征存在一定相似性:均由海槽东西两侧向中央递增,并在槽底呈高含量分布;SAEF-N(强碱转化态)分布则与该趋势相反.IEF-N,SAEF-N和SOEF-N的分布主要受沉积物中有机碳含量(OC)控制;而WAEF-N则与碳酸盐(CaCO3)存在显著的负相关关系;TN与OC不具有显著意义的相关,间接说明二者来源的不同.同时,各形态氮的分布还与沉积物粒度类型密切联系.此外,研究区域内由沉积物提供的氮源很大程度上补偿了浮游植物对水体中营养盐的消耗,对维持该海域的初级生产力水平起到一定作用.其中,IEF-N和SOEF-N的释放对浮游植物生长及初级生产力的贡献较为显著.  相似文献   

7.
渤海南部海域柱状沉积物中氮的形态与有机碳的分解   总被引:20,自引:4,他引:16  
海洋沉积物中氮形态的研究是研究其生物地球化学循环的重要前提,柱状沉积物中氮的形态分布在一定程度上反映了其早期成岩作用的进程及结果.利用分级浸取分离方法首次对渤海南部海域自然粒度下5个柱状沉积物样品进行了分析,依据是否可由试剂提取将其分为可转化态和非转化态,系统地研究了可转化态中各形态氮的分布特征及早期成岩作用.研究表明,渤海南部海域自然粒度下柱状沉积物中,OSF-N和IEF-N是可转化态氮的优势形态.各形态氮的含量随深度变化趋势不同,成岩作用亦不同.沉积物中有机氮的分解速率常数为15.51×10-3a,且对各生源要素的分解速率常数有N>P>C>Si;OC/TN比值远小于OC/ON,说明沉积物中保留了大量无机氮(IN)和非转化的有机氮,OC/ON值随深度增加而减小是由于沉积物中富集了ON;柱状沉积物中,表层比深层可转化态氮占其总量的比例高,在局部区域由于深层沉积物中氮的“再活化”导致二者几乎相同.  相似文献   

8.
南海北部沉积物间隙水中营养盐研究   总被引:6,自引:0,他引:6  
通过2004年9月对南海北部6个站位的采样分析,探讨了间隙水的营养盐含量及其空间分布特征,估算了沉积物-海水界面营养盐的扩散通量。结果表明,NH4-N含量为8.9—142.3μmol.L-1,是南海北部间隙水中营养盐的主要组分,占溶解态无机氮的比例范围为49.1%—75.2%。在平面分布上,NH4-N含量表现为近海高于远海,PO4-P则差别不大。NH4-N、NO3-N、NO2-N和PO4-P在沉积物-海水界面的平均通量分别为7.08、-0.61、-0.51、0.14μmol.(m2.d)-1。NH4-N、PO4-P主要是从沉积物向上覆水扩散,是底层水体营养盐的来源之一。  相似文献   

9.
应用实验室培养法测定了溶解无机氮(DIN)在胶州湾16个站位沉积物-海水界面上的交换速率。结果表明, NH4 -N,NO2 -N和NO3 -N的交换速率一般分别在-0.5~1.6,0.005~0.67, + - --2.0~2.8 mmol/(m2·d)范围内。由于间隙水中DIN主要以NH4 -N形态存在,DIN在胶州湾沉 +积物-海水界面上的交换以NH4 -N的扩散为主,在大部分站位表现为由沉积物向水体的释放, +NO3 -N主要来自NH4 -N的硝化反应,而NO2 -N是NH4 -N和NO3 -N之间化学转化过程的中 - + - + -间产物。考虑胶州湾沉积物类型, 在胶州湾沉积物-海水界面上的交换通量为9.68×108 DINmmol/d,是河流输入DIN的50%左右,可提供维持胶州湾初级生产力所需DIN的52%。  相似文献   

10.
蒋鹏  赵春贵  杨素萍 《海洋与湖沼》2014,45(6):1218-1224
采用高浓度无机三态氮(铵氮4NH?-N、亚硝氮2NO?-N和硝氮3NO?-N)共存的模拟海水体系,在最适生长条件下,研究了小分子有机物(糖类、有机酸、醇、有机氮)和p H对海洋着色菌(Marichromatium gracile)YL28去除水体无机三态氮的影响。结果表明:以葡萄糖、乙酸钠和乙醇为唯一碳源时,水体中的高浓度2NO?-N和3NO?-N均能被完全去除,4NH?-N的去除率分别为93.40%、84.55%和66.63%;碳源为乙酸钠时菌体生长最好,体系中添加蛋白胨或尿素,仅4NH?-N的去除效果明显降低。p H值在6.0—9.0时,该菌株对4NH?-N、2NO?-N和3NO?-N均具有去除能力。由此可知:YL28菌株对模拟海水养殖水体中高浓度无机三态氮具有良好的去除能力,高浓度有机氮化物(蛋白胨和尿素)对4NH?-N的去除能力有明显影响,但对2NO?-N和3NO?-N仍保持高效的去除能力。本研究为不产氧光合细菌制剂在水产养殖中的合理应用提供参考。  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.
《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   

17.
18.
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   

19.
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   

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