基于投入产出法的京沪生产性服务业比较

生产性服务业发达是全球城市的最重要的特征。以旨在建设全球城市的北京和上海为研究对象,以投入产出表为研究基础,从生产性服务业的中间投入性、外部关联性、内部融合性和尺度影响性4个方面对北京和上海的生产性服务业进行比较研究,得出如下研究结论:在现阶段,北京和上海的服务型经济已经形成,生产性服务业均以流通、金融服务业为主体,生产性服务业发展水平正在有序提升。其中,金融服务业对城市经济的影响与其产业规模相比是不对等的。北京与上海的生产性服务业发展差异显著,原因在于市场化程度和城市功能的不同。     

大型变电站基坑工程变形监测与数据分析

大型变电站基坑工程具有等级高、影响范围大、控制要求高的特点,进行基坑监测可以及时发现和预报异常现象,确保基坑工程施工的安全进行。本文以500 kV虹杨变电站基坑工程为例,研究了大型变电站基坑工程的监测方案设计,并对基坑及周围环境进行实时监测。通过对变形监测数据的分析,得出基坑及周围环境的位移变化规律,验证了基坑支护设计的可靠性及监测方法的合理性,可为相似工程提供有益参考。     

钒金试剂Ⅱ为指示剂钒酸铵滴定法测定岩矿、天然水、海水、雨水中铀

本文用作者合成的新试剂——钒金试剂Ⅱ为指示剂,该试剂在酸性溶液中被V(ν)氧化变为紫红色,灵敏度达5.13×10~(-15)gV(ν)/ml。试样经磷酸处理,在磷酸介质中用三氯化钛(或氯化亚锡)还原U(Ⅵ)呈U(Ⅳ),过量Ti(Ⅲ),Sn(Ⅱ)用亚硝酸钠氧化呈Ti(Ⅳ),Sn(Ⅳ),而U(Ⅳ)不被氧化。过量亚硝酸钠用脲素消除,在24％—26％磷酸酸度下,以2滴0.2％钒金试剂Ⅱ为指示剂,依据铀量用相应浓度钒酸铵标准溶液,滴定度T=0.003,0.01,0.03,0.1,0.3,1,3,10,30,100,300,1000,3000,10000,30000,100000,300000ngU/ml滴定U(Ⅳ)至溶液出现紫红色为终点。其他离子无干扰。测定天然水、海水、雨水中铀的范围为0.3—5000000ng/L;测定岩石、矿物中铀的范围为10—0.0000001％。0.005ng铀,5次重复测定的相对标准偏差为6.2％。铀的检测限为0.6pg/ml。     

钻孔电磁波技术在水泥浆灌注质量检测中的应用

在江苏省某濒江工地,为了对水泥浆灌注质量进行评价,利用钻孔电磁波开展井间跨孔检测,获得了水泥浆灌注距离,土洞、溶洞和疏松体是否被水泥浆充满,灌注是否密实均匀等信息.检测结果证明该方法可以评价一定面积范围内的水泥浆灌注质量.     

WAVE-CURRENT FORCE ON VERTICAL PILE

The drag and the interia coefficients Cd,CM of wave-current force on vertical pile are well related to the redefined Keulegan-Carpenter number N' Kc by the test data of the authors. The relation could be also used for irregular wave-current force to calculate in time domain. A simplified method for the calculation of cumulative probabilistic distribution of peak value of irregular wave-current force is also recommended in this paper. These methods were justified by the model test of the authors.     

重力式与碟形网箱的锚绳受力特性比较

针对常见的重力式、碟形和拟碟形网箱在不同下潜深度状态下的锚绳受力特性进行了试验研究.试验共设模型4组,分别在纯流、纯波以及波流联合条件下进行.测力通过系缚于锚绳底端的4个拉力传感器获得.试验结果表明水流作用力的大小在很大程度上受网箱结构形式的影响,而在波浪条件下其影响相对较小.重力式网箱的配重形式及下潜形式对网箱的受力具有重要影响.另外,网箱在波流组合条件下的受力并不是纯流及纯波单独作用下的简单叠加.最后,在综合比较网箱价格和性能的前提下,对网箱结构形式的选择进行了一些讨论,并提出若干建议.     

平缓岸坡上波浪破碎的实验研究

在１／２００的缓坡上进行了规则波与不规则波破碎的实验研究。在本实验条件下,分析了波形的不对称必至波浪破碎指标的影响,并以此对合田良实和Ｎｅｌｓｏｎ关于极平缓坡上规则波破碎指标的分歧作了解释。本文的研究还表明,底坡坡度ｉ、相对水深ｄ／Ｌ。及波形的不对称必至不规则波的破碎指标的影响较小。合田对规则波的破碎指标在不规则波条件下仍然可用,但系数Ａ应取为０．１５。不规则波波长与同周期按线悸理论计算之波长的比     

Hydrodynamic Analysis of Elastic Floating Collars in Random Waves

As the main load-bearing component of fish cages, the floating collar supports the whole cage and undergoes large deformations. In this paper, a mathematical method is developed to study the motions and elastic deformations of elastic floating collars in random waves. The irregular wave is simulated by the random phase method and the statistical approach and Fourier transfer are applied to analyze the elastic response in both time and frequency domains. The governing equations of motions are established by Newton’s second law, and the governing equations of deformations are obtained based on curved beam theory and modal superposition method. In order to validate the numerical model of the floating collar attacked by random waves, a series of physical model tests are conducted. Good relationship between numerical simulation and experimental observations is obtained. The numerical results indicate that the transfer function of out-of-plane and in-plane deformations increase with the increasing of wave frequency. In the frequency range between 0.6 Hz and 1.1 Hz, a linear relationship exists between the wave elevations and the deformations. The average phase difference between the wave elevation and out-of-plane deformation is 60° with waves leading and the phase between the wave elevation and in-plane deformation is 10° with waves lagging. In addition, the effect of fish net on the elastic response is analyzed. The results suggest that the deformation of the floating collar with fish net is a little larger than that without net.     

斜坡堤波浪爬高和越浪数值模拟

基于FLUENT软件,采用k-ε湍流模型和VOF方法追踪自由表面,由连续性方程和动量方程推导出源函数,根据数值水槽各个区段的功能设置,借助其UDF二次开发功能,实现无反射的源造波,在验证水槽两端消波有效性的基础上,数值模拟规则波在不可渗透斜坡堤上的波浪爬高和越浪。通过与物模试验研究成果相对比,表明建立的数值水槽具有高效性和较高精度,可供实际工程参考应用。