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131.
本文介绍了长江口区水文泥沙概况,举例说明了SSA1-1型声水位计在崇头潮位站比测试验和投产应用情况,结果表明该水位计是收集长江口区潮位资料较理想的仪器。 相似文献
132.
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
133.
AbstractWith the large-scale development and utilization of ocean resources and space, it is inevitable to encounter existing submarine facilities in pile driving areas, which necessitates a safety assessment. In this article, by referring to a wharf renovation project as a reference, the surrounding soil response and buried pipe deformation during pile driving in a near-shore submarine environment are investigated by three-dimensional (3D) numerical models that consider the pore water effect. Numerical studies are carried out in two different series: one is a case of a single pile focusing on the effect of the minimum plane distance of the pile–pipe, and the other is a case of double piles focusing on the effect of the pile spacing. 相似文献
134.
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
135.
山东全新世滨海软土与工程地质灾害的研究 总被引:2,自引:0,他引:2
吴建政 《海洋地质与第四纪地质》1995,15(3):43-54
山东全新世滨海软土分布在海湾、泻湖、河口区,厚度1-10m。海湾、泻湖软土为淤泥、淤泥质土,陆源物质供应丰富的浅水区,软土颗粒偏粗,强度相对较高,触变性对建筑物危害性大,陆源物质供应少的深水区,软土颗粒偏细,低强度、高压缩性、沉降变形大和蠕变性是危及建筑物稳定的主要因素。海湾、泻湖软土位于地下水位下,具低透水性,掩埋后短期不易排水固结,软土下为强度较高的冲积物,对一般建筑物,利用强夯、粉喷搅拌桩、 相似文献
136.
Numerical simulations of gravity waves with high-order nonlinearities in two-dimensional domain are performed by using the pseudo spectral method. High-order nonlinearities more than third order excite apparently chaotic evolutions of the Fourier energy in deep water random waves. The high-order nonlinearities increase kurtosis, wave height distribution and Hmax/H1/3 in deep water and decrease these wave statistics in shallow water. Moreover, they can generate a single extreme high wave with an outstanding crest height in deep water. High-order nonlinearities (more than third order) can be regarded as one cause of freak waves in deep water. 相似文献
137.
LAPP对中国对虾(Penaeus chinensis)生长、缺氧耐受力及免疫抵抗力的影响 总被引:11,自引:0,他引:11
实验研究维生素C多聚磷酸酯(LAPP)添加在对虾饲料中,对中国对虾的生长、缺氧耐受力及免疫抵抗力的影响;实验进一步证明了中国对虾饲料中LAPP的最适添加量为400mg/100g饲料;本文还提出饲料中的LAPP能够提高中国对虾的缺氧耐受力,在溶氧超过3.1mg/kg海水的情况下,效果显著,在降低到2.3mg/kg海水时,作用减弱;用副溶血弧菌(Vibroparahaemolyticus)注射入虾体内,12小时内记录发现,饲料中不含LAPP的一组中国对虾,死亡率高于其它组,并且,LAPP含量最高的一组,死亡率明显低,死亡时间也出现较晚,这证明LAPP能够提高中国对虾的免疫抵抗力;本实验用注射金黄色葡萄球菌后细胞的吞噬百分率作指标,研究对虾细胞的吞噬作用,发现饲料中不含LAPP的对虾的吞噬百分率较低,随着饲料中LAPP浓度的提高,对虾血细胞的吞噬百分率逐渐升高,说明中国对虾细胞的吞噬作用逐步增强。 相似文献
138.
139.
Non-Simultaneous Failure of Ice in Front of Multi-Leg Structures 总被引:4,自引:1,他引:4
Because the multi-leg jacket structure is the major type of offshore structures in the Bohai Sea, the study of non-si-multaneous failure of i鏴 on multi-leg structures is important. However, the non-simultaneous failure has not been consid-ered in engineering design until now, obviously resulting in costly design and notable waste. To resolve this problem, this paper, by means of analysis of experimental data, calculates the coefficient of the non-simultaneous failure for the double-pile structure, the square four-leg structure, the single-line multi-pile structure, and the conical structure, respectively, and provides some reference criteria for engineering design. 相似文献
140.