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81.
石岛湾四种常见鱼类的热耐受性比较研究   总被引:4,自引:2,他引:2  
作者分别采用动态法和静态法两种实验方法,以石岛湾4种常见鱼类(许氏平鲉(Sebastes schlegeli)、大泷六线鱼(Hexagrammos otakii)、褐菖鲉(Sebastiscus marmoratus)和矛尾虎鱼(Chaeturichthys stigmatias))为研究对象,对比研究了在4个季节基础水温(5.0~26.0℃)和9个温升速率(0.5~15.0℃/h)下这些鱼类的热耐受性。结果表明,4种鱼类的CTM(最大临界温度)和24 h UILT_(50)(24 h高起始致死温度)均与基础水温呈显著正相关,温升速率对鱼类耐热性的影响因鱼种和季节基础温度而异;相同基础水温下4种实验鱼类的CTM值均高于24 h UILT_(50)。4种鱼类的24 h UILT50依次为:矛尾虎鱼许氏平鲉褐菖鲉大泷六线鱼。  相似文献   
82.
全球贸易自由化对中国和世界经济的影响   总被引:6,自引:0,他引:6  
全球贸易自由化是当前和未来世界经济发展不可避免的趋势,2001年开始的多哈回合贸易自由化多边谈判和最近刚刚取消的“多种纤维协定”(MFA)将在全球贸易自由化进程中发挥重要的作用。本研究的目的是通过一些案例分析,揭示贸易自由化对中国和世界经济的影响。采用全球贸易模型,我们分析了MFA和在多哈回合初期欧盟、美国和凯恩斯集团分别提出的贸易自由化提案。研究结果表明,虽然取消MFA对一些国家纺织部门带来冲击,但它极大地促进了大多数国家经济的发展,改善了全球福利;多哈谈判过程中提出的各种贸易自由化提案都在不同程度上促进世界经济的发展,但其影响大小依次为凯恩斯提案、美国提案和欧盟提案;贸易自由化对经济的影响在不同部门和不同国家间存在显著差别;更大程度的贸易自由化不但符合全球共同利益,也符合中国国家利益;中国在推动全球贸易自由化过程中应发挥更积极和更大的作用。  相似文献   
83.
结构参数非匹配不确定性问题的滑动模态控制   总被引:1,自引:0,他引:1  
本文针对结构参数非匹配不确定性问题,采用简化滑动模态控制方法.即在滑动面的没计中忽略非匹配不确定性的影响,对一个顶层放置AMD系统的五层弹塑性建筑结构进行了主动控制数值分析.考虑了结构层屈服位移的不确定,数值模拟结果表明,简化方法具有很强的鲁棒性,结构参数相对于期望值的变化幅度为-40%至40%时.简化方法均有很好的控制效果。  相似文献   
84.
Automatic tracing of the foot of the continental slope   总被引:1,自引:0,他引:1  
The UNCLOS III (Article 76, Section 4(b)) defines the foot of the continental slope as the point of maximum change in the gradient at its base. It is impossible to locate so defined afoot and thus to trace the foot‐line objectively by eye. In this study we show a method designed automatically to detect and trace the foot‐line of the continental slope from an irregular array of bathymetrical data. Our algorithm first transforms the bathymetric surface to a maximum curvature surface. On this new surface, the foot‐line corresponds to one of the ridges; instead of tracing the foot‐line on the bathymetric surface, we now can trace the ridges on the maximum curvature surface. The tracing of the ridges can be done automatically and objectively and the foot‐line is identified as being one of these ridges. We devote particular attention to the case when the ridge‐line is not defined, i.e., to the case when the point of maximum gradient change becomes a region of maximum gradient change.  相似文献   
85.
针对我国深部煤炭资源现状及深部煤田勘查所面临的困难和挑战,以邯郸峰峰矿区(以下简称邯峰矿区)为例,分析了影响深部勘查工程的煤田构造特征、勘查手段及勘查模式。强调浅部资料及钻探工程在矿区深部勘查中应用的重要性,对深部勘查工程的钻探深度、布孔方式、钻孔信息获取三方面的特点进行了系统总结。在综合分析的基础上,建立了以邯峰深部勘查区为例的老矿区深部煤炭资源勘查模式,即充分利用浅部生产矿井资料,以钻探工程为主,辅助其他多种勘查手段的综合勘查模式。   相似文献   
86.
青藏高原东部样带农牧民生计脆弱性评估   总被引:35,自引:7,他引:28  
脆弱性评估为脆弱性地区农户摆脱贫困、区域可持续发展提供科学依据。以青藏高原东部样带为例,基于可持续生计框架,建立了农牧民生计脆弱性评估的指标体系,利用11个乡镇的879户农牧民样本数据,开展了不同地带生计脆弱性评估。该指标体系反映了农牧民面临的主要风险,其生计资产,以及农牧民和政府应对风险的措施。结果表明:高原区农牧民生计脆弱性程度高于山原区和高山峡谷区。高原区的满掌乡最为脆弱,即便有政府的帮助,农牧民也不能应对风险。脆弱性程度高的山原区上部和高原区,处于不能适应的边缘,如不采取措施,当地牧民将不能应对气候变化、草地退化、药材退化等多种风险。导致该区牧民生计脆弱的原因既有各种风险的冲击,也因牧民自身生计资产和适应能力的不足。高山峡谷区和山原区下部的乡镇,农牧民能有效地应对风险,需进一步拓宽第二、第三产业就业渠道。因此,高原区和山原区上部的纯牧区是脆弱区域,政府应采取积极的措施,增强农牧民的适应能力。政府的救助措施应从改善自然资产转变到改善人力资产和金融资产,如技能培训、实行医保和畜病防治全覆盖、提供低息和无息贷款、在黑土滩区全面实行退牧还草、对退化草场进行治理和恢复。  相似文献   
87.
The Salawusu Formation of Milanggouwan section in Salawusu River Valley includes 7 layers of paleo-mobile dune sands, and 4 layers of paleo-fixed and semi-fixed dune sands. Their structures have been observed and their grain size, surface textural features and several main chemical elements have been analyzed. The results showed that: 1) Some of the aeolian structural characteristics of these dune sands are similar to that of the recent dune sands. 2) They are also similar to the recent dune sands in grain size components, and parameters of Mz,σ, Sk and Kg, as well as in several main chemical components. 3) The scattergrams of Mz-σ and SiO2-Al2O3+TOFE and the probability curves of grain size showed that these paleo-dune sands are different from paleosols and fluvio-lacustrine facies, but are consistency with recent dune sands. 4) Quartz sands have well roundness and surface textural features such as dish-shaped pits, crescent-shaped pits, pockmarked pits, upturned cleavage plates, siliceous precipitates and siliceous crevasses, indicating that they had been carried for a long time by the wind. As the 11 layers of paleo-dune sands possess the aeolian characteristics in structure, grain size, surface textural features and chemical elements, the origin of their formation should be attributed to eolation.  相似文献   
88.
This paper presents field measurement of stresses of floor slabs in excavations. During the study, a typical measurement-section was selected, and concrete strain meters were embedded so as to make stress measurement for floor slabs. Effect of the excavation of adjacent foundation pit for existing structure was discussed deeply. What’s more, the stability of floor slabs was evaluated. Finally, it could be concluded as follows: With the increase of the excavation depth, the excavation of the Transfer Hall Foundation Pit (THFP) had large effect on the internal force of floor slabs beside it, however, such influence tended to be smaller for the foundation pit far from the Transfer Hall (TH);. According to the strain data from field measurement, safety factors of floor slabs were calculated, which turned out to meet national code (JGJ 120-2012). Meanwhile, it can be concluded that floor slabs were in the safe status. In the end, the variation relation of their internal force, which would provide some references for the design and construction of similar projects in future, was obtained.  相似文献   
89.
Samples of suspended particulate matters(SPMs),surface sediment and road dust were collected from the Yangtze estuarine and nearby coastal areas,coastal rivers,and central Shanghai.The samples were analyzed for the presence of 16 polycyclic aromatic hydrocarbons(PAHs)in the USEPA priority-controlled list by GC-MS.The compound-specific stable carbon isotopes of the individual PAHs were also analyzed by GC-C-IRMS.The sources of PAHs in the SPMs and surface sediments in the Yangtze estuarine and nearby coastal...  相似文献   
90.
Use of stainless reinforcing steel (SRS) in reinforced concrete (RC) structures is a promising solution to corrosion issues. However, for SRS to be used in seismic applications, several mechanical properties need to be investigated. These include specified and actual yield strengths, tensile strengths, uniform elongations and low-cycle fatigue behavior. Three types of SRSs (Talley S24100, Talley 316LN and Talley 2205) were tested and the results are reported in this paper. They were compared with the properties of A706 carbon reinforcing steel (RS), which is typical for seismic applications, and MMFX II, which is a high strength, corrosion resistant RS. Low-cycle fatigue tests of the RS coupons were conducted under strain control with constant amplitude to obtain strain life models of the steels. Test results show that the SRSs have slightly lower moduli of elasticity, higher uniform elongations before necking, and better low-cycle fatigue performance than A706 and MMFX II. All five types of RSs tested satisfy the requirements of the ACI 318 code on the lower limit of the tensile to yield strength ratio. Except Talley 2205, the other four types of RSs investigated meet the ACI 318 requirement that the actual yield strength does not exceed the specified yield strength by more than 18 ksi (124 MPa). Among the three types of SRSs tested, Talley S24100 possesses the highest uniform elongation before necking, and the best low-cycle fatigue performance.  相似文献   
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