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对比分析常用的组合式过电压保护器的主要技术参数,并对其结构和特点进行分析阐述,讲述了组合式过电压保护器的选用步骤,指出带间隙的过电压保护器的性能优于无间隙的过电压保护器,对其应用提出参考意见。 相似文献
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对比分析常用的组合式过电压保护器的主要技术参数,并对其结构和特点进行分析阐述,讲述了组合式过电压保护器的选用步骤,指出带间隙的过电压保护器的性能优于无间隙的过电压保护器,对其应用提出参考意见。 相似文献
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对电源浪涌保护器的几个主要参数进行分析,提出在不同的供电接地系统中,选择和安装电源浪涌保护器时应注意的问题. 相似文献
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为了较快掌握电涌保护器故障维修方法,提高故障排除效率,以ZGSD80(TY)三相电源浪涌保护器为例,通过检查分析浪涌保护器电路板,绘制出其详细的电路图,简要分析其工作原理,并结合实例介绍指示电路部分元件损坏造成失效指示故障的维修方法,供防雷技术人员参考。 相似文献
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径流-风暴潮相互作用可增大河口区风暴潮增水,增加风暴潮灾害风险。基于SCHISM模式建立了珠江河口风暴潮数值模型,以台风“山竹”为例,采用实测资料对模型计算结果进行验证,最高潮位相对误差在9%以内。设计了台风“山竹”实测径流与5年一遇洪水的对比试验,讨论了径流变化对河口风暴潮增水的影响,结果表明:河口口门站位风暴潮增水随径流量的增大而增大。径流增加对泗盛围、南沙等站位的风暴潮影响较大,在风暴潮增水达到最大值时影响最为显著。以径流动力作用为主的区域,当上游径流量增大时,对风暴潮增水起到负影响作用:如磨刀门水道,随着径流的增加,沿河道上溯的风暴潮增水逐渐减小,由灯笼山站3.22 m减小至马口站1.12 m。以潮汐动力作用为主的区域,当上游径流量增大时,对风暴潮增水起到正影响作用:如珠江干流,随着径流的增加,沿河道上溯的风暴潮增水逐渐增大,大虎站的最大增水值为3.44 m,中大站为4.24 m,从口门至后航道区域增大了0.8 m。 相似文献
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一次东亚寒潮爆发后冷涌发展的研究 总被引:10,自引:0,他引:10
分析了1981年1月21—28日一次东亚强寒潮爆发后南海和西太平洋地区冷涌的发展过程。冷涌的发展最先表现为低层强东北风沿东亚沿海地区和南海中北部的迅速建立。2—3d之后,又在菲律宾以东洋面激起第二次冷涌。与冷涌相伴随的低层温度场变化也十分明显,同样具有先后两次降温过程。冷涌期高空风场表现有明显的脉动,南海北部高空西风迅速减弱,而在南海近赤道地区出现了很强的高空东风区。冷涌的发展与寒潮冷高压的南下有密切关系,它的强度在很大程度上取决于中纬度冷高压的强度。另一方面,冷涌发展后,通过Hadley环流可影响中纬西风急流和热带东风急流的变化。 相似文献
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利用三维非静力中尺度大气模式—MM5(Version 3.7)输出的黄渤海海面风场和气压场预报资料,用三维斜压陆架海模式—HAMSOM对2008年8月22日温带气旋造成的渤海风暴潮过程进行了模拟,得到逐时的渤海增水场、渤海风暴潮流场,与验潮站的观测数据进行比较。结果表明:在渤海西部已经转西北风的情况下,塘沽出现了121 cm的高增水,造成这种现象的原因很复杂,其中远距离的气旋作用产生的北黄海海域偏东大风导致北黄海水体大量涌入渤海应该是一个主要原因。这也是今后预报业务中必须特别关注的产生风暴潮的重要因素。数值模拟的塘沽测站的风暴潮增水极值及增水过程都和实测值符合较好,本次过程中数值预报能够很好地模拟出这种特殊的风暴潮。在离岸风的情况下产生风暴潮,这仅靠预报员凭经验主观分析判断是很难的,数值预报可以弥补预报员主观分析的不足。 相似文献
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Joseph Park Jayantha Obeysekera Michelle Irizarry Jenifer Barnes Paul Trimble Winifred Park-Said 《Climatic change》2011,107(1-2):109-128
Water resource management in South Florida faces nearly intractable problems, in part due to weather and climate variability. Rising sea level and coastal storm surge are two phenomena with significant impacts on natural systems, fresh water supplies and flood drainage capability. However, decision support information regarding management of water resources in response to storm surge is not well developed. In an effort to address this need we analyze long term tidal records from Key West, Pensacola and Mayport Florida to extract surge distributions, to which we apply a nonlinear eustatic sea level rise model to project storm surge return levels and periods. Examination of climate connections reveals a statistically significant dependence between surge distributions and the Atlantic Multidecadal Oscillation (AMO). Based on a recent probabilistic model for AMO phase changes, we develop AMO-dependent surge distributions. These AMO-dependent surge projections are used to examine the flood control response of a coastal water management structure as an example of how climate dependent water resource forcings can be used in the formulation of decision support tools. 相似文献
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Comparison of three methods for estimating the sea level rise effect on storm surge flooding 总被引:1,自引:0,他引:1
Two linear methods, including the simple linear addition and linear addition by expansion, and numerical simulations were employed to estimate storm surges and associated flooding caused by Hurricane Andrew for scenarios of sea level rise (SLR) from 0.15 m to 1.05 m with an interval of 0.15 m. The interaction between storm surge and SLR is almost linear at the open Atlantic Ocean outside Biscayne Bay, with slight reduction in peak storm surge heights as sea level rises. The nonlinear interaction between storm surges and SLR is weak in Biscayne Bay, leading to small differences in peak storm surge heights estimated by three methods. Therefore, it is appropriate to estimate elevated storm surges caused by SLR in these areas by adding the SLR magnitude to storm surge heights. However, the magnitude and extent of inundation at the mainland area by Biscayne Bay estimated by numerical simulations are, respectively, 22–24 % and 16–30 % larger on average than those generated by the linear addition by expansion and the simple linear addition methods, indicating a strong nonlinear interaction between storm surge and SLR. The population and property affected by the storm surge inundation estimated by numerical simulations differ up to 50–140 % from that estimated by two linear addition methods. Therefore, it is inappropriate to estimate the exacerbated magnitude and extent of storm surge flooding and affected population and property caused by SLR by using the linear addition methods. The strong nonlinear interaction between surge flooding and SLR at a specific location occurs at the initial stage of SLR when the water depth under an elevated sea level is less than 0.7 m, while the interaction becomes linear as the depth exceeds 0.7 m. 相似文献
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为验证德国汉堡大学所开发的三维陆架模式HAMSOM(Hamburg Shelf Ocean Model)对渤海海域气旋风暴潮模拟的可行性和准确度, 并对不同来源气象数据的模拟结果进行比较, 分别使用T213和NCEP资料的风场和气压场数据, 运用HAM SOM模式对2007年3月4—5日发生在渤海和黄海北部的气旋风暴潮增水过程进行了数值模拟。模拟结果较好地反映出烟台、威海两站风暴潮增水过程的水位变化, 较准确地模拟出风暴潮在渤海、黄海北部的增水过程, 且T213资料比NCEP资料的模拟结果更接近实况, 该模式对研究和模拟渤海气旋风暴潮比较适用。 相似文献