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采用大型室内湖泊模拟装置对孟氏浮游蓝丝藻在富营养化湖泊中的垂直分布与迁移特征进行了模拟,并通过10 L玻璃瓶实验对孟氏浮游蓝丝藻浮力对光的响应进行了分析.湖泊模拟实验结果表明,光照后,表层孟氏浮游蓝丝藻开始向下层迁移,光照8h后,藻丝在深2~3m左右水层形成稳定聚集层;藻丝容易集聚层在光照度为10μmol·(m2·s)-1左右水层,处于该水层上部的藻丝漂浮百分率<50%趋向于沉降,处于该水层下部的藻丝漂浮百分率>50%趋向于漂浮;无光照后,藻丝开始往水体表层聚集,无光照12h后,约20%的藻丝聚集在水体表层,无光照48h后,约50%的藻丝聚集在水体表层;说明浮游蓝丝藻白天主要分布在水体2~3m处,在早晨或连续的阴天后,可能在水体表层形成水华.10 L玻璃瓶实验结果表明,强光照[100μmol·(m2·s)-1]/无光照周期下藻丝漂浮百分率在30%-70%间变化,弱光照[25μmol·(m2·s)-1]/无光照周期下藻丝漂浮百分率在30%-50%间变化,说明强光照[100μmol·(m2·s)-1]/无光照周期下藻丝具有明显的沉降与漂浮特征.1昼夜内,藻细胞蛋白质和伪空胞的变化不明显,糖含量在14%-35%间变化,藻丝的浮力对光照的响应可能通过藻细胞的糖含量变化实现. 相似文献
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目的提高海洋滑翔机浮力调节系统的可靠性,进一步降低系统功耗,设计气压与液压结合的低功耗浮力调节系统。方法基于理论分析确定系统的体积控制量,设计气压调节模块以保证高压油泵的正常工作与回油的顺利进行。利用有限元方法分析承压管路的可靠性,通过实验测试,验证浮力系统的响应性能。结果浮力系统的排油效率随着外压的增大而减小,2MPa的压力会使出油率降低3%左右,同时功耗增加50%左右。在大气压力环境下,依靠系统内负压,400 s即可完成回油600 mL,完成上浮到下潜的转换。结论设计的浮力调节系统的气压调节装置能以较低的功耗保障主泵的正常工作,同时保障回油过程的通畅,满足海洋滑翔机对浮力调节的要求,可以应用于一般海洋深度的水下滑翔机。 相似文献
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光是藻类进行光合作用的重要能量来源,决定藻类的初始生产力,当多种浮游藻类共同生存时,会一起竞争光强.光竞争能力强的浮游藻类浓度增加,光竞争能力较弱的则减少,从而完成水体中浮游藻类优势藻的替代.本文通过在以往建立的单藻模型的基础上,耦合入竞争模型,构建两种(多种)浮游藻类光竞争模型,尝试通过数值模拟,研究不同水体紊动中竞争藻属分别取得竞争优势的机理.模拟结果表明:稳态水体中,竞争藻属的自身垂向迁移决定藻浓度的垂向分布,具有浮力调节能力的微囊藻属占据上层水体优势地位,并取得竞争优势;动态水体中,竞争藻属垂向分布均较为均匀,生长速率决定藻的竞争优势,小球藻属生长速率快,最终易取得竞争优势.此外,考虑浮游藻属的动态自遮蔽,会加速稳态水体中微囊藻属取得竞争优势,并限制动态水体中小球藻属的无限制生长,使得模拟结果更加符合实际情况. 相似文献
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为了研究半密闭空间内部油气着火爆炸初期火焰特性,进行了不同油气体积分数下的油气着火爆炸实验,通过高速摄影等技术手段对爆炸过程中火焰形态进行了捕捉,分析了不同油气体积分数下爆炸初期火焰着火模式、火焰形态、传播过程和火焰浮力稳定性的变化规律。结果表明:油气体积分数为决定容器内部着火模式的关键因素,随着油气体积分数的逐渐增大,着火模式呈现出燃烧-爆炸-爆燃后持续燃烧的转变;爆炸下的火焰具有明显的分区现象,而其他的着火模式则没有;随着油气体积分数的增加,越靠近化学当量比,纵向和横向火焰阵面速度越大;油气体积分数小于等于1.1%或大于等于2.6%时,火焰稳定性受浮力影响显著。 相似文献
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2010年本实验室开始生物质对柴油的吸附实验,和前人的结论一致,生物质热改性后其吸油和漂浮性能提高,但成本增加很多。受到前人复合吸油材料的启发,2012年开展了蒲绒-芦苇机械混合复合材料吸油和漂浮性能的研究,并采用正交实验对影响除油效果的因素进行优化。结果表明,蒲绒-芦苇复合材料较之芦苇吸油性能提高,且比各组分的叠加饱和吸油量还高。震荡使芦苇的漂浮率明显降低,但对蒲绒及复合材料的影响较小。正交实验结果显示,投加量0.7g,油膜厚度0.55 mm,不震荡时,蒲绒除油最佳;在相同条件下,粒径为380~500μm的芦苇除油最佳,蒲绒和该粒径的芦苇按质量比为1∶4混合成的复合材料的除油效果最佳。 相似文献
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We study how the combination of tides and freshwater buoyancy affects the marine organisms accumulation and horizontal transport
in the ROFI system of the eastern English Channel. The Princeton Ocean Model coupled with a particle-tracking module is used
to study the migration of fish eggs and larvae under different forcing conditions. Results of modeling are validated against
observed concentrations of Flounder (Pleuronectes flesus) larvae. Numerical Lagrangian tracking experiments are performed with passive and active particles, representing sea-water
organisms. Passive particles are neutrally buoyant whereas active particles are able to exercise light dependent vertical
migrations equating to the swimming behavior of larvae. The experiments reveal that the strongest accumulation of particles
occurs along the French coast on the margin of the ROFI. This happens because the interaction between the turbulence, the
freshwater buoyancy input, and tidal dynamics, produces particle trapping and vertical spreading within the frontal convergence
zone. Tides and freshwater input induce net alongshore horizontal transport toward the North. Tidal currents modulate the
magnitude of horizontal transport whereas the fresh water input controls more the location of accumulation zones. Tracking
experiments with active particles indicate that the vertical migration leads to a significant departure from the passive particle
transport pattern. Differences lie in the shape of the particle transport pattern and the rate of the northward migration.
In particular, vertically migrating particles travel slower. To find possible Flounder migration pathways, particles are released
within the assumed spawning area of Flounder. The model predicts larvae drift routes and demonstrates that throughout the
entire particle-tracking period the horizontal structure of the particle distribution is consistent with the larvae concentrations
observed during the field experiments. 相似文献
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The stability parameter (z/L, where z is the height and L the buoyancy length) is an essential parameter in atmospheric boundary layer studies. From routine measurements, the bulk Richardson number (Rb) is usually computed. On the basis of appropriate field measurements at sea, it is shown that z/L = A Rb where A = 10.2 (with R
2 = 0.97) for unstable and 6.3 (with R
2 = 0.97) for stable conditions, respectively. It is also demonstrated that the proposed simplified equations are in excellent agreement with those more complicated formulations. 相似文献
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A numerical model based on a Finite Volume formulation of the Navier–Stokes equations is used to simulate a range of scenarios leading to a thermal bar formed by a river inflow to an idealised deep lake. The results presented here show that small riverine salinity increases have a profound effect on the dynamics of the thermal bar, suppressing horizontal propagation of the plume and raising the possibility of a thermal bar which is capable of sinking to great depths. This finding is particularly relevant to Lake Baikal in Siberia, where the vigorous deep-water renewal is still not fully understood. An analysis of the buoyancy forces governing the depth of penetration of the thermal bar plume shows that realistic salinity gradients are an important factor in determining the circulation of Baikal waters. Observations of the saline curtailment of the thermal bar's horizontal propagation also reveal a potential for reduced productivity in the ecosystem of any temperate river delta during the Spring renewal period. 相似文献
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Alan J. S. Cuthbertson Janek Laanearu Peter A. Davies 《Environmental Fluid Mechanics》2006,6(2):133-151
Results are presented from a combined analytical and laboratory study of unsteady, two-layer, density-driven, sub-maximal
exchange over a slowly-descending estuarine barrier located very close to the junction of the river mouth and the near-shore
coastal zone. As in the precursor study (Cuthbertson et al. 2004, Environ. Fluid Mech. 4, 127–155) that the present investigation extends, the rate of descent of the barrier is assumed to be sufficiently slow for
the unsteady exchange flow to adjust continuously to the appropriate quasi-steady conditions at every stage of the descent.
The results demonstrate that the thickness of each layer at the barrier crest can be predicted satisfactorily by a hydraulic
analysis that (i) assumes the existence of a single control point at the barrier crest and (ii) incorporates the hydraulic
losses arising from the sudden expansion and contraction of the upper and lower layers, respectively, at the channel exit.
Predictions of the normalised elevations of the interface at the barrier and exit for the “inviscid” maximal exchange case
are shown to coincide with the maximal exchange predictions of Zhu and Lawrence (2000, J. Hydraul. Eng. ASCE 126(12), 921–928). 相似文献