潮汐动床模型试验中浑水分流阀的研制     

金慕光 《海洋工程》1999,(1):31

本文介绍了一种新型生潮设备——浑水分流阀。对原来用于清水定床试验的同类型设备采取了多种技术措施,经反复试验研制成功。它可用于潮汐模型和河道模型的定、动床试验。  相似文献   

一株大口黑鲈源ST-873型肺炎克雷伯菌(Klebsiella pneumoniae)的分离鉴定及生物学特性研究     

曹馨月  黄嘉怡  杜诗钰  侯天牧  项维  郜卫华  张付贤 《海洋与湖沼》2023,3(3):836-847

从患腹水病大口黑鲈(Micropterus salmoides)的头肾、脾脏、肝脏组织中分离到一株优势菌,生长出圆形、边缘整齐的灰白色黏液状菌落;染色镜检可见短粗、卵圆形、有荚膜的革兰氏阴性杆菌。结合形态、生理生化特征、16S rRNA基因序列分析鉴定为肺炎克雷伯菌(Klebsiella pneumoniae),MLST分析进一步确定其为ST-873型,与ST-65型聚为一支;该菌株携带aere、alls、wca和ybt四种毒力基因,具有溶血活性;人工感染大口黑鲈,发现患病鱼呈现腹水等与自然发病类似的症状,且病鱼内脏的分离菌株与攻毒菌株相同;经统计,其LD50为3.4×10⁷ CFU/mL,具有中等生物被膜形成能力。耐药性分析结果显示,该菌株携带bla-shv、sul2、aadA和tetB四种耐药基因,对β-内酰胺类、氨基糖苷类、喹诺酮类、黏菌素类药物敏感,对四环素类、磺胺类、林可酰胺类、利福霉素类耐药;中药三七、款冬花对分离菌株有明显抑制作用。研究探明了大口黑鲈腹水病的主要病原,可为鱼源肺炎克雷伯菌的诊断和防治提供科学依据和数据参考。  相似文献   

支撑结构频率对海上风机动力响应的影响机理研究     

李彦娥  李涛  彭驰  李强  张杰 《海洋工程》2023,41(4):38-48

海上支撑结构的优化设计是海上风机技术发展的必然趋势,降低支撑结构的载荷是保证风机安全运行的有效途径。海上支撑结构受到风浪复杂环境荷载作用,风、浪载荷决定着塔底承受较大的剪力和倾覆力矩,同时风浪的随机性和周期性会影响塔架的疲劳载荷。基于海上风机支撑结构频率对载荷影响的研究,分析海上支撑结构频率对叶片根部挥舞和摆振响应的影响,探究频率对风机响应的影响机理。研究表明：波浪频率诱导是基础疲劳载荷响应的主要原因;开展单桩基础设计,当整机频率确定时,基础变径段可设置于浪溅区下部区域范围;叶片摆振响应受1P频率影响较大,在风机设计时可增加叶片摆振方向的阻尼;当整机频率邻近3P频率时,塔筒刚度变化对基础载荷响应的影响大于基础刚度变化;海上支撑结构设计时可优先考虑塔筒刚度。  相似文献   

河道入湖污染物量计算精度分析   总被引：1，自引：0，他引：1  

马倩  冯昕 《湖泊科学》2012,24(5):663-666

入湖污染物量计算精度的高低决定入湖污染物量分析结果的客观性和准确性.本文以太湖为例,分析2010年环太湖河道入湖污染物量、时空分布情况及多年环太湖河道入湖染污物量变化情势.在此基础上,使用现在已有监测条件分析时段内每日水量水质监测数据计算逐日入湖污染物量时段累积值,并以此作为现有分析计算河道入湖污染物量的最高计算精度值.通过设定不同监测方案、采用不同计算方法分析河道入湖污染物量及其计算精度,认为现有分析计算的河道入湖污染物量已是每日河道水量水质同步监测下河道入湖污染物量的80%左右.针对河道入湖污染物量计算精度的分析可为制定科学的河道入湖污染量监测方案、提高河道入湖污染物量计算精度提供技术支撑.  相似文献   

Influence of cohesion on California bearing ratio of clay-gravel mixtures     

Rajesh Jain  Ketan Timani  Manish Pandey 《国际泥沙研究》2023,38(3):374-386

An understanding of the behavior of cohesive sediment is required to solve various engineering problems such as scour around bridge elements, mitigation of soil erosion, pavement design, river bed degradation,stable channel design. Pavement foundation designers principally use the California bearing ratio(CBR)to describe the subgrade and subbase materials and their strength. Several laboratory experiments were done to study the variation in the CBR of cohesive mixtures comprised of clay-gravel m...  相似文献   

泥岩地基桥梁钻孔灌注桩承载力试验研究     

钱让清 《煤田地质与勘探》2005,33(3):42-44

根据安徽省安庆市某高速公路桥梁工程3根钻孔灌注桩的单桩竖向抗压静载试验,以及桩身轴力传递和桩侧阻力性状的测试,分析了其静载试验Q~s曲线的特性、桩身轴力传递机理、桩侧阻力和桩端阻力发挥性状,探讨了钻孔方法、泥浆循环等施工因素对钻孔灌注桩的工程性状的影响,揭示了泥岩地基中桥梁钻孔灌注桩的承载力特性和破坏机理模式。   相似文献   

Dynamic analysis of sliding structures with unsynchronized support motions     

Yen‐Po Wang  Wei‐Hsin Liao 《地震工程与结构动力学》2000,29(3):297-313

The dynamic analysis of sliding structures is complicated due to the presence of friction. Synchronization of the kinematics of all the isolation bearings is often granted to simplify the task. This, however, may lead to inaccurate prediction of the structural responses under certain circumstances. Stepped structures or continuous bridges with seismic isolation are notable examples where unsynchronized bearing motions are expected. In this paper, a logically simple and numerically efficient procedure is proposed to solve the dynamic problem of sliding systems with unsynchronized support motions. The motion equations for the sliding and non‐sliding modes of the isolated structure are unified into a single equation that is represented as a difference equation in a discrete‐time state‐space form and the base shear forces between the sliding interfaces can be determined through simple matrix algebraic analysis. The responses of the sliding structure can be obtained recursively from the discrete‐time version of the motion equation with constant integration time step even during the transitions between the non‐sliding and sliding phases. Therefore, both accuracy and efficiency in the dynamic analysis of the highly non‐linear system can be enhanced to a large extent. Rigorous assessment of seismic structures with unsynchronized support motions has been carried out for both a stepped structure and a continuous bridge. Effectiveness of friction pendulum bearings for earthquake protection of such structures has been verified. Moreover, evident unsynchronized sliding motions of the friction bearings have been observed, confirming the necessity to deal with each of the bearings independently in the analytical model. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

An improvement of the mass flux convection parameterization scheme and its sensitivity tests for seasonal prediction over China     

PING Fan  GAO Shouting  WANG Huijun 《大气科学进展》2003,20(6):978-990

A modified cumulus parameterization scheme, suitable for use in a seasonal forecast model, is presented. This parameterization scheme is an improvement of the mass flux convection scheme developed by Gregory and Rowntree (1989; 1990). This convection scheme uses a “bulk” cloud model to present an ensemble of convective clouds, and aims to represent shallow, deep, and mid-level convection. At present,this convection scheme is employed in the NCC T63L20 model (National Climate Center, China Meteorological Administration). Simulation results with this scheme have revealed some deficiencies in the scheme,although to some extent, it improves the accuracy of the simulation. In order to alleviate the deficiencies and reflect the effect of cumulus convection in the actual atmosphere, the scheme is modified and improved.The improvements include (i) the full estimation of the effects of the large-scale convergence in the lower layer upon cumulus convection, (ii) the revision of the initial convective mass flux, and (iii) the regulation of convective-scale downdrafts. A comparison of the results obtained by using the original model and the modified one shows that the improvement and modification of the original convection scheme is successful in simulating the precipitation and general circulation field, because the modified scheme provides a good simulation of the main features of seasonal precipitation in China, and an analysis of the anomaly correlation eoetfieient between the simulation and the observations confirms the improved results.  相似文献   

福建省地倾斜固体潮特征及其动力学分析     

傅再扬  丁学仁  吴绍祖  郑永通 《华南地震》2004,24(3):42-47

利用福建地区厦门、漳州、莆田、南平、龙岩5个台站地倾斜固体潮观测资料,分别计算了地震平静期的倾斜固体潮潮汐变化特征量,并进行了对比分析;除此之外还对固体潮特征进行了地球动力学分析。结果表明,沿海地区海潮是决定倾斜固体潮特征的主要因素。  相似文献   

金沙江下游梯级水库运行后三峡水库高洪水期入库水沙特性     

高宇  任实  王海  吕超楠  赵汗青 《湖泊科学》2023,35(2):662-672

泥沙淤积问题直接影响着三峡水库的使用寿命及综合效益的发挥,研究其入库水沙特性对于解决水库泥沙淤积问题具有重要意义。根据水文站实测数据,分析了三峡水库入库水沙输移特性及来源组成变化,重点研究了金沙江下游梯级水库运行后的三峡水库高洪水期入库水沙特性。结果表明:2003—2021年,三峡水库入库泥沙集中于汛期的高洪水期,2013年以后该现象更为显著,泥沙来源也由金沙江为主转变为嘉陵江为主。寸滩站洪峰流量高于50000 m³/s的高洪水期三峡入库沙量显著大于30000～50000 m³/s区间的高洪水期,三峡水库泥沙调度关键在于上游发生编号洪水期间。三峡水库上游沱江或嘉陵江等支流发生流域性大洪水时,易引起高洪水期入库水沙出现“小水大沙”的特点。金沙江下游梯级水库运行后,三峡水库高洪水期入库泥沙大幅减少,中小洪水调度期间泥沙淤积量也大幅减小。研究结果可为三峡水库的泥沙精细化调度和长期高效使用提供基础数据支撑。  相似文献