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81.
For convenience of dynamic analysis, some offshore structures such as fixed-type platforms are often modeled as the wedge beams supporting tip lumped masses. It is well-known that, due to the effect of the surrounding water, the natural frequencies of a beam in air (or dry beam) are different from those of the same beam immersed in water (or wet beam). However, if the natural frequencies and the associated mode shapes of a dry beam are calculated by taking account of the “added mass” for the immersed beam, then the last natural frequencies and mode shapes will be equal to the corresponding ones of the wet beam. Based on the last concept, the closed form solutions for natural frequencies and the associated mode shapes of the dry beam were determined first, then the partial differential equation of motion for the wet beam was transformed into a matrix equation by using the expansion theorem and the foregoing closed form solutions of free vibration responses for the dry beam. Solving the last matrix equation will give the required natural frequencies and the associated mode shapes of the wet beam. The formulation of this paper is available for the fully or partially immersed double tapered beams with either circular, square or rectangular cross-sections. The taper ratio for width and that for depth may be equal or unequal. The numerical results of this paper were compared with the existing results or the finite-element-method results and good agreement was achieved. 相似文献
82.
众所周知,ENSO(El Nino/ Southern Oscillation)是发生在热带太平洋的年际时间尺度上最强的气候信号,与 El Nino (La Nina)相应的正(负)海温距平(SSTA)主要分布于赤道中东太平洋地区(Rasmusson et al.,1982)。相对于热带太平洋的年际ENSO现象,人们注意到北太平洋海平面气压(SLP)存在更长周期的年代际变化(Trenberth et al.,1994),有人认为这与北太平洋的表层温度(SST)变化有关(Latif et al.,1994),也有人认为与热带SST的异常关系更为密切(Jacobs et al.,1994)。20世纪80年代后的ENSO事件和20世纪60,70年代有明显的差别(Wang,1995),20世纪90年后El Nino发生频数增加,并且在1997和1998年出现了20世纪最强的一次Nino事件(McPhaden,1999)。
因此,不论是作为大气年代际变化可能的一个驱动因子,还是作为年际ENSO的背景场,从整体上了解太平洋SST的年代际时间尺度上的时、空变化特征都是十分重要的。 相似文献
83.
Quantity, timing, duration, and fluctuation of freshwater inflow are important factors affecting the development and health of aquatic and adjacent wetland ecosystems in coastal estuaries. This study assessed six decades of freshwater inflow from the Amite River, Tickfaw River, and Tangipahoa River watersheds to Lake Pontchartrain, a large oligohaline estuary in the Northern Gulf of Mexico, whose flood waters caused recent damage to the city of New Orleans in the aftermath of Hurricane Katrina. By utilizing the long-term (1940–2002) river discharge and climatic data from the three major tributary watersheds, monthly and annual freshwater inflows have been quantified and their spatial and temporal variations have been analyzed. On average, the three rivers discharged (±standard error) 0.27 ± 0.04 km3 freshwater monthly and 3.29 ± 0.15 km3 freshwater annually into the lake estuarine system, with the highest inflow from the Amite River (0.16 ± 0.03 m3 mon−1, and 1.91 ± 0.09 km3 yr−1) and the lowest inflow from the Tickfaw River (0.03 ± 0.00 km3 mon−1, and 0.34 ± 0.02 km3 yr−1). A distinct seasonality was evident with over 69% of the total annual inflow occurring during December and May (wet months) and with a low flow period from August to November (dry months). The monthly inflow during the wet months was positively correlated with the monthly precipitation (r2 = 0.64), while the monthly inflow during the dry months was subject to evapotranspiration. Furthermore, the study found a 20-year low flow period from 1954–1973 (2.76 ± 0.24 km3 yr−1) and a 24-year high flow period from 1975–1998 (3.84 ± 0.24 km3 yr−1), coinciding with both the climate variation and population growth in the watersheds. 相似文献
84.
A submerged apparatus, which consists of a buoy, several horizontal contraction and expansion tubes (Venturi-type tubes) and a long pipe, is expected to be used to pump the subsurface sea-water (200–300 meter depth) containing abundant nutrients to surface layer (50–100 m) by the dynamic of ocean currents. i.e. an artificial upwelling without energy cost. A preliminary experiment and analysis are undertaken and shows that the capacity of pumping the nutrient-rich sea-water is worth to build a pilot prototype model. 相似文献
85.
南海南部大陆架的残留沉积 总被引:1,自引:0,他引:1
研究了南海南部大陆架的残留沉积物的粒度、石英砂表面结构特征、生物分布等,并指出残留沉积普遍遭受改造。按其早期的形成环境差异和改造作用不同,划分出加里曼丹-巴拉望残留沉积区和亚南巴斯-纳土纳残留沉积区。 相似文献
86.
以松辽盆地地质资料为基础,介绍了应力场和张裂缝预测的计算方法。通过了各种岩性的张破裂概率隶属函数,预测松辽盆地酉部张裂缝区的分布。据此,为今后的油气勘探提出了几点认识和建议。 相似文献
87.
对类比路段进行连续模拟试验,进行现场调查,给出汽车尾气主要污染物的排污强度,预测了汽车尾气中CO、C_nH_m和NO_x的扩散范围。 相似文献
88.
Recently, multi-layered targets have become commonplace in both military and civilian applications, such as marine hulls, armored vehicle bodies, outside structures of bulletproof cars, and aerospace vessels. This paper studies the resistant performance of perforation in multi-layered targets. An estimation procedure is established based on the concepts of the conservation of momentum, impulse-momentum law, and conservation of energy. Experimental results of the test of Almohandes et al. are adopted to check the residual velocity of multi-layered targets. The results of the verification are good in terms of agreement for impact velocities ranging from 700 to 800 m/s, when the ratio of the projectile length to the projectile diameter (i.e. L/D) is 4.2, and the average residual velocity error of single, double- or triple-layered targets range approximately from 4.42 to 8.40%. The ballistic performance is best for the double target when the ratio of the first layer thickness to the total thickness (i.e. t1/(t1+t2)) is about 0.75, and the worse performance occurs when the ratio t1/(t1+t2) is 0.5. An air gap slightly influences the resistant performance of perforation in multi-layered targets. These results may serve as a useful reference for designers. 相似文献
89.
本文推导了随机载荷下的疲劳损伤计算公式。数值计算结果表明:P.H.Wirsching给出的公式在宽带情况下与实际情况不符;G.Chaudhury给出的公式在窄带情况下与实际不符;本文绘出的公式不仅适合于窄带,也适合于具有各种不同带宽的宽带随机载荷。 相似文献
90.
Discussion on Coastal Erosion Near Xizhuang, Penglai, China 总被引:1,自引:0,他引:1
Wu Guiqiu Li Wei Professor First Institute of Oceanography State Oceanic Administration Qingdao Associate Researcher 《中国海洋工程》1994,(2)
-In this work, on the basis of the characteristics of coastal erosion near Xizhuang (Penglai, Shandong, China) and the in-situ measured data and theoretical calculation, the causes of coastal erosion there are obtained: (1) natural erosion, (2) beach sand borrowing, and (3) sand borrowing at the Dengzhou shoal near Xizhuang, which results in the loss of the function of the wave force resistance of the shoal. Since the wave energy is increased, the longshore sediment transport rate is increased. Coastal erosions are more and more serious. A scientific basis to reduced the calamity of coastal erosion in local area is presented. Some experiences are accumulated for studying coastal erosion. 相似文献