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51.
云南程海近500年来湖泊初始生产力的演化 总被引:14,自引:1,他引:14
程海为富营养化封闭湖泊,通过对程海CH01乳沉积物色素分析,定性恢复了近500a来程海湖泊初始生产力演化过程,结果表明,近500a来程海湖泊初始生产力总体上呈现由低到高的上升趋势,其中1700AD前后,1790AD前后是湖泊初始生产力出现变化的界限,另外,色素含量变化揭示研究时期内存在1750AD前后,1930AD前后二次明显暖波动。 相似文献
52.
The large cylinder is a new-type structure that has been applied to harbor and offshore engineering. An analytic method of the relationship between loads and the structure displacement is developed based on the failure mode of deep embedded large cylinder structures. It can be used to calculate directly the soil resistance and the ultirnate bearing capacity of the structure under usage. A new criterion of the large cylinder structure, which discriminates the deep embedded cylinder from the shallow embedded cylinder, is defined. Model tests prove that the proposed method is feasible for the analysis of deep embedded large cylinder structures. 相似文献
53.
The intertidal erosion rate of cohesive sediment: a case study from Long Island Sound 总被引:2,自引:0,他引:2
Over the past decades, many attempts have been made to generate useful bottom erosion models for the study of cohesive sediment movement. This study addresses some of the key questions involved in determining the functional relationship between erosion rate and bottom shear stress. Current, wave, and turbidity data were collected from a bottom mounted instrument array in a moderately energetic estuarine environment. The bottom shear stress was calculated from a wave–current interaction model. The erosion rate was derived from the observed sediment concentration using a vertical mixing model. Examination of the relationship between erosion rate and bottom stress showed that the erosion rate varied at intertidal frequency. When averaged over the tidal fluctuation, the erosion rate remained approximately constant at low stress, but increased sharply when the shear stress rose above a critical value. This suggests two-stage erosion. The bed has a layered structure, in which a thin layer of loose, high water content material overlies a more consolidated bed. The top layer of high water content material (fluff) was easily disturbed and re-suspended by tidal currents, but the consolidated bottom layer was eroded only under conditions of high shear stress. 相似文献
54.
55.
中国北方盐田和盐湖高盐水域藻类的初步研究 总被引:3,自引:0,他引:3
于1986年3月-1990年9月,对中国北方一些盐田和盐湖的高盐水域(盐度61.0-320.0)中的藻类(主要是浮游藻)进行调查。在青岛东风盐场和天津汉沽盐场每月2次定点采集藻类标本水样72份以及随机在山西解地、青海尕海,新疆达板城盐湖和巴里坤湖采集水样5份。鉴定出蓝藻5种,绿藻8种,硅藻8种。结果表明,均是典型的耐盐或喜盐种类,但其种的多样与水体的盐度呈负相关,藻类种群生物量以春季和秋季最为丰富 相似文献
56.
江苏省主要湖泊的降水量与湖泊的降水效应 总被引:10,自引:0,他引:10
本文分析了江苏境内主要湖泊的降水量特征,揭示了长江是江苏各湖泊不同降水量特征的一条十分明显的天然界线;估算了太湖的降水效应,并据此推估出江苏主要湖泊的降水效应不太明显;江苏各湖泊的降水量与其水位年过程趋势相似,只是后者位相滞后于前者而已。 相似文献
57.
波浪作用下孔隙海床-管线动力相互作用分析 总被引:1,自引:0,他引:1
波浪作用下海床中的孔隙水压力与有效应力是影响海底管线稳定性的主要因素。然而,在目前的海床响应分析中一般将管线假定为刚性,并不能合理地考虑海床与管线之间的相互作用效应,同时也没有考虑土体和管线加速度对海床动力响应的惯性影响,从而无法确定由此所引起的管线内应力。为此考虑管线的柔性,分别采用饱和孔隙介质的Biot动力固结理论和弹性动力学理论列出了海床与管线的控制方程,进而采用摩擦接触理论考虑海床与管线之间的相互作用效应,基于有限元方法建立了海床-管线相互作用的计算模型及其数值算法。通过变动参数对比计算讨论了管线几何尺寸、海床土性参数对波浪所引起的管线周围海床孔隙水压力和管线内应力的影响。 相似文献
58.
A numerical procedure is described for predicting the motion and structural responses of tension leg platforms (TLPs) in waves. The developed numerical approach, in a TLP is assumed to be flexible instead of rigid, is based on a combination of the three dimensional source distribution method and the finite-element method. The hydrodynamic interactions among TLP members, such as columns and pontoons, are included in the motion and structural response analysis. Numerical results are compared with the experimental and numerical ones. The results of comparison confirmed the validity of the proposed approach. 相似文献
59.
Progress in Scatterometer Application 总被引:10,自引:0,他引:10
W. Timothy Liu 《Journal of Oceanography》2002,58(1):121-136
Progress in the scientific application of space-based scatterometer data over the past two decades is reviewed. There has
been continuous improvement in coverage, resolution, and accuracy. Besides the traditional applications in weather and ocean-atmosphere
interaction, which are based on ocean surface wind vectors, emerging applications over land and ice are also described. Future
missions and new technology are introduced.
This revised version was published online in August 2006 with corrections to the Cover Date. 相似文献
60.
Various offshore structures, especially large structures such as Tension Leg Platforms (TLP), are usually supported by concrete piles as the foundation elements. The stress distribution within such a large structure is a dominant factor in the design procedure of an offshore pile. To provide a more accurate and effective design for offshore foundation systems under axial and lateral wave loads, a finite element model is employed herein to determine the stresses and displacements in a concrete pile under similar loading conditions. A parametric study is also performed to examine the effects of the stress distribution due to the changing loading conditions. 相似文献