A Computational Model for Velocity Separation in Shallow Sea

Based on the hydrodynamical feature and the theoretical velocity profiles of tidal flow and vvind-induced flow in shal-low sea, a computational model is established for the first time, which can separate observed velocity into tidal velocity and wind-induced velocity by use of the least square method. With the model, not only the surface velocities of tidal flow and vvind-induced flow are obtained, but also the bed roughness height is determined and the wind velocity above the wa-ter surface is estimated. For verification of the model, the observed velocity in the Yellow River Estuary and the laborato-ry test is separated, then it is applied to the Yangtze River Estuary. All the results are satisfactory. The research results show that the model is simple in method, feasible in process and reasonable in result. The model is a valid approach to analysis and computation of field dala, and can be applied to separate the observed velocity in shallow sea; at the same time, reasonable boundary conditions of th     

The Structure of A Turbulent Jet in A Crossflow-Effect of Jet-Crossflow Velocity

A comprehensive numerical study on the three-dimensional structure of a turbulent jet in crossflow is performed. The jet-to-crossflow velocity ratio (R) varies in the range of 2 - 16; both vertical jets and inclined jets without excess streamwise momentum are considered. The numerical results of the Standard two-equation k-ε model show that the turbulent structure can be broadly categorised according to the jet-to-crossflow velocity ratio. For strong to moderate jet discharges, i.e. R> 4, the jet is characterized by a longitudinal transition through a bent-over phase during which the jet becomes almost parallel with the main freestream, to a sectional vortex-pair flow with double concentration maxima; the computed flow details and scalar mixing characteristics can be described by self-similar relations beyond a dimensionless distance of around 20-60. The similarity coefficients are only weakly dependent on R. The cross-section scalar field is kidney-shaped and bifurcated, vvith distinct double concentr     

环境因子对菲在黄河口沉积物上吸附的影响

为研究多环芳烃从河口到近海的环境归趋行为与生态风险,考察了沉积物质量浓度、溶解性有机质、温度、盐度4种典型环境因子对菲在黄河口沉积物上吸附的影响,比较了黄河口与近海两种沉积物对菲的吸附性能。研究结果表明,沉积物质量浓度越低,单位质量颗粒物的菲吸附量越高;共存的溶解性有机质对菲的吸附具有增促作用,且腐殖酸比黄腐酸的作用更显著;温度的升高不利于菲的吸附,而盐度的增加有利于菲的吸附。菲在沉积物上的吸附是分配作用与表面吸附两种行为的耦合,其中黄河口沉积物以表面吸附为主,而近海沉积物以分配作用为主。近海沉积物菲吸附量显著高于黄河口沉积物菲吸附量。基于此,菲从河口到近海的迁移过程中,更易于在沉积物表面发生吸附沉降,从而可能降低水相中的生态危害,但对近海底栖生物具有潜在的健康生态风险。     

系缆损伤对绷紧式系泊系统动力响应的影响

探究合成纤维系缆损伤对绷紧式系泊系统响应的影响,具有重要的工程意义。通过高强聚乙烯(HMPE)缆绳损伤动刚度实验,获得其动刚度随损伤的演变规律。在数值计算上,借鉴并合理简化了前人提出的动刚度经验公式,通过处理实验结果确定动刚度经验公式的参数并进行验证。在此基础上,以一座采用高强聚乙烯缆绳为主体系缆的FPSO为例,将所得动刚度经验公式导入系泊分析软件,结合水动力分析,计算得到在相同海洋环境中,系缆发生不同程度损伤时,各系缆张力和平台偏移响应的结果。通过处理、分析所得的计算结果,获得合成纤维缆绳损伤演变对绷紧式系泊系统响应的影响规律,并据此为系缆更换提供了建议。这些成果既有利于把握绷紧式系泊系统的非线性动力响应,也对安全、经济、合理地运用合成纤维系缆具有重要意义。     

涡激振动实验中的流速增大装置研发与性能研究

拖曳水池中进行立管涡激振动实验时,为了保证采样时间长度,难以达到较高的Re数。流速增大装置可以在不提高拖车车速的情况下增大立管外的流速。利用这种流速增大装置还可实现流速分层流场中细长柔性立管涡激振动实验。经过对流速增大装置中的进流段曲线进行优选,发现Witozinsky曲线的总体性能最好。在对流速增大装置进行水池实验和数值模拟后,发现流速增大区域的流速增大倍数接近进流段收缩比,流速增大区域流场比较稳定、均匀,流速增大装置对其外的流场影响很小。此流速增大装置不但可应用于拖曳水池中的立管涡激振动实验,还可以应用于对流速要求较高的水下航行体的水池试验,如鱼雷、水下机器人等。     

Experimental Study on Cross-Flow Induced Vibrations in Heat Exchanger Tube Bundle

Vibration in heat exchangers is one of the main problems that the industry has faced over last few decades. Vibration phenomenon in heat exchangers is of major concern for designers and process engineers since it can lead to the tube damage, tube leakage, baffle damage, tube collision damage, fatigue, creep etc. In the present study, vibration response is analyzed on single tube located in the centre of the tube bundle having parallel triangular arrangement (60°) with P/D ratio of 1.44. The experiment is performed for two different flow conditions. This kind of experiment has not been reported in the literature. Under the first condition, the tube vibration response is analyzed when there is no internal flow in the tube and under the second condition, the response is analyzed when the internal tube flow is maintained at a constant value of 0.1 m/s. The free stream shell side velocity ranges from 0.8 m/s to 1.3 m/s, the reduced gap velocity varies from 1.80 to 2.66 and the Reynolds number varies from 44500 to 66000. It is observed that the internal tube flow results in larger vibration amplitudes for the tube than that without internal tube flow. It is also established that over the current range of shell side flow velocity, the turbulence is the dominant excitation mechanism for producing vibration in the tube since the amplitude varies directly with the increase in the shell side velocity. Damping has no significant effect on the vibration behavior of the tube for the current velocity range.     

长江口及其邻近海域表层沉积物粒径及生源要素分布特征

针对2015年长江口及其邻近海域所采集的43个表层沉积物样品,通过粒径分析以及生物硅(BSi)、总有机碳(TOC)和总氮(TN)等生源要素参数的测定,系统探讨了长江口表层沉积物粒径及生源要素的时空分布特征以及各要素的相互关系。结果表明:(1)长江口及其邻近海域表层沉积物组成以黏土质粉砂、粉砂质砂和砂为主。研究区域内,粒径组成呈现明显的"南细、北粗,近岸细、离岸粗"的分布特征,长江口及浙江近岸泥质区的表层沉积物粒度最细,中值粒径(Φ)在5以上;(2)调查海域表层沉积物中BSi含量在0.22%~1.82%之间,沉积物中粉砂、黏土含量及平均粒径(Φ)均与BSi含量呈显著正相关(P0.01),黏土矿物和粉砂较多的细颗粒沉积物更易累计和保存BSi;(3)TOC和TN的含量分别在0.04%~1.17%和0.01%~0.26%之间,其分布特征与沉积物中值粒径(Φ)和BSi的分布也有明显的正相关性,说明细颗粒沉积物更有利于有机质保存,表层沉积物中的硅藻可能是有机物的来源之一。     

Study on Pure IL VIV of A Free Spanning Pipeline Under General Boundary Conditions

Pipeline spans may occur due to natural seabed irregularities or local scour of bed sediment. The pure in-line (IL) vortex-induced vibrations (VIV) analysis of the free spans is an important subject for design of pipeline in uneven seabed. The main objective of this paper is to analyze the characteristics of pure IL VIV of a free spanning pipeline under general boundary conditions. An IL wake oscillator model which can describe the coupling of pipeline structure and fluctuating drag is introduced and employed. The coupled partial differential equations of structure and wake are transformed into a set of ordinary differential equations using two-mode Galerkin method. Some case studies are presented and thoroughly discussed in order to investigate the effects of internal fluid, axial force and boundary conditions on the pure IL VIV.     

雨生红球藻细胞形态转换和藻落形成差异研究

基于雨生红球藻(Haematococcus pluvialis)培养过程中游动细胞和不动细胞的形态差异与转换,对比研究了两种细胞类型在离心收集与藻落形成效率上的差异。结果表明,雨生红球藻SCCAP K-0084在BYA培养基中培养4~6 d和9~12 d分别以绿色游动细胞与绿色不动细胞为主;早期游动细胞离心收集需要更高的离心力,但500~1 000 g离心5 min可以在不影响细胞存活率的情况下有效收获所有类型细胞;相比于传统直接涂布法,双层琼脂平板法可有效提高平板藻落形成效率,且游动细胞藻落形成效率比不动细胞藻落形成效率更高。TAP培养基由于藻落形成效率较低并不适合于雨生红球藻平板培养与筛选,自养型培养基虽然具有较好的藻落形成效率但是藻落形成速度较慢,相比而言,BYA培养基藻落形成效率较高且生长速度快,更适合用于雨生红球藻细胞的后期平板培养与筛选过程。     

国产热浸锌锚链的耐蚀性研究(Ⅰ):热浸锌锚链的海港试验

本文记叙了国内外首次以大型商品化热浸锌锚链为研究对象的海港试验结果,跟踪记录了其4年的腐蚀与生物污损发展过程。分别于2013年7月、2014年7月、2015年7月和2016年7月将试验锚链提出海面,对出现在锚链上的全部附着生物进行刮取、分类、鉴定、称重,清洗锚链的表面,检查锈点,并对热浸锌锚链表面测厚,照相记录跟踪全过程。试验结果表明：裸钢腐蚀严重,锈层在2~3mm,腐蚀产物易成片脱落,形成大小不等的腐蚀坑,最大坑深3mm左右;热浸锌锚链未出现明显腐蚀点,大气区锌层腐蚀速率约10μm/a,水下区锌层腐蚀速率约20~70μm/a,但在两个链环连接处出现磨蚀锈斑;耐蚀性在不同区带中表现为水上链>水下链;热浸锌锚链表面的污损生物数量少于未浸锌锚链,随着时间延长,热浸锌锚链表面污损生物逐年增多,其中优势生物为海鞘（Ascidians）、苔藓虫（Bryozoans）,其次是贻贝（Mytilus sp.）、牡蛎（Ostreidae sp.）、石莼（Ulva sp.）,曾出现南方污损生物种,如翡翠贻贝（Perna viridis）。2013~2014、2014~2015、2015~2016三年锚链单位面积上污损生物的重量分别为1257.6、1454.6和21304.0g/m²。污损生物重量的增加大大增加了锚链的磨蚀程度,为锚链腐蚀失效埋下了隐患。本研究为海洋工程锚链设计或应用提供了宝贵的科学依据。