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1.
《国土资源导刊(湖南)》2010,(8):8-13
<正>动态"十一五"课题《地质灾害监测光纤传感技术应用研究》成果通过验收近日,由水环地调中心承担的"十一五"国家科技支撑计划课题《地质灾害监测光纤传感技术应用研究》顺利通过成果验收。该课题经过科研人员4年的攻关,成功研制出具有我国自主知识产权的光纤光栅监测解调仪和分布式光纤传感监测系统,其技术性能达到国际同类技术产品水平,为我国开展地质灾害监测光纤传感技术研究奠定了基础。(中国地质调查局网站) 相似文献
2.
针对我国首座商用型第四代高温气冷堆核电站地震监测要求,提出一种符合第四代核反应堆型的地震监测系统的设计思路。参照高温气冷堆工程结构布局,设计针对该堆型的地震监测系统方案,包括加速度传感器测点的选择、数据处理方案、地震报警控制逻辑、误报警抑制机制等,并在核电站现场示范应用。 相似文献
3.
随着传感器、传感器系统和传感器网络的发展和广泛应用,传感网应运而生。现实中,各种传感器监测着我们生活的方方面面,为我们提供各种服务,也给我们带来挑战:怎样对分布式传感器资源进行有效整合并将其用来发现和实现更高级的信息与资源共享是目前亟待解决的问题。本文基于OGC提出的SWE架构,研究SWE的核心组件传感器观测服务SOS流程,设计基于SWE的SOS服务架构,并利用Python,Tomcat结合Istsos技术对该SOS架构进行了实施部署,测试结果表明该整合服务架构可以有效获得所需传感器数据。 相似文献
4.
《东北石油大学学报》2017,(5)
为了改善咪唑啉类缓蚀剂耐高温性能,满足油气井酸化施工需要,在一种新型咪唑啉缓蚀剂基础上,添加丙炔醇、碘化钾等助剂进行复配,得到一种具有抗高温性能的酸化缓蚀剂MZL-1,采用失重法测试MZL-1缓蚀性能,采用电化学测试和SEM、EDS等实验分析MZL-1缓蚀机理。结果表明∶在20.00%HCl、1.0%加量、90℃温度条件下,添加酸化缓蚀剂MZL-1的N80试片的腐蚀速率为1.30g/(m2·h)。腐蚀速率降低原因是MZL-1缓蚀剂分子吸附到碳钢表面,形成一层致密的吸附膜,阻碍侵蚀性离子和试片表面的接触,有效抑制钢铁试片在酸液中的腐蚀。 相似文献
5.
CCD传感器在位移测量中的应用 总被引：1，自引：1，他引：0
介绍了采用ＣＣＤ作为传感器,研制用于大坝监测的引张线观测仪和倒垂线观测仪的设计方法。仪器测量范围为几厘米,精度优于０．１ｍｍ,具有结构简单,数字化,自动测量及远距离数据传输等优点。 相似文献
6.
岩石蠕变特性对岩体工程的长期稳定有着重要影响, 尤其是在酸雨等水化学作用下, 岩石的细观结构遭到破坏, 蠕变特性及变形更为显著。以重庆二佛寺红层砂岩为研究对象, 通过开展室内三轴压缩分级蠕变试验, 研究了酸腐蚀状态下砂岩的蠕变特性。结果表明: 酸的腐蚀和浸泡会使砂岩内部孔隙增加, 导致砂岩在第一级荷载下会产生较大的瞬时应变和蠕变量, 之后瞬时应变量和蠕变量随着应力增加而增大; 岩样受到腐蚀软化, 蠕变破坏强度为抗压强度的76%, 长期强度仅为抗压强度的54%。为了描述蠕变全过程, 建立了一个损伤蠕变模型来拟合试验数据, 验证了其适用性, 可以为岩土工程建设的稳定性提供参考。 相似文献
7.
对典型的地震预警与烈度速报方法进行分析,提出了基于非对称传感器的地震预警与烈度速报综合用烈度仪,其由非对称结构的三分量传感器和基于ARM嵌入式系统的专用数据采集器组成。经过测试,该地震烈度仪的专用数据采集器具有大于107 dB的动态范围;其非对称三分量传感器结构中,所选的单分量B类传感器的加速度误差小于0.8%,动态范围大于105 dB,而所选的三分量C类传感器的加速度误差小于5%,动态范围大于61 dB。该地震烈度仪的各项指标均满足地震预警与烈度速报综合应用的各项技术要求,且功耗低、成本低,适合于高密度布设。 相似文献
8.
采用系统集成技术,设计了基于GPRS DTU的强振数据采集终端,并通过Internet在远程上位机完成数据分析处理,该地震监测系统不需要敷设传感器专用电缆,具有布点方便、安装和维护简单、低成本等的特点。 相似文献
9.
通过对青海省15个流体观测井多年的温度数据进行年变趋势分析发现,数据长期性漂移具有普遍性。青海省地热台网有6个台（井）的年漂移量超过0.01 ℃/a,达到地热观测台网仪器要求上限。温度漂移与同井水位、当地气温变化没有关联性,而且漂移大小在空间上的分布也无规律可循,因此单纯从温度观测数据来讨论,无法判断这种年漂移是否与区域应力应变状态有关。研究玉树井多年温度数据趋势看出,玉树地震这一地壳活动导致该井的温度趋势发生变化,其温度上升速率出现明显拐点;同样,格尔木井也由于改变观测部位而出现温度趋势拐点,可见将温度漂移简单地归结于观测系统（仪器+传感器）有失偏颇。通过对比两种不同原理的温度计发现,单纯从测量原理上无法解决漂移问题。剔除漂移干扰的同时,漂移趋势自身也是一个值得研究的问题。 相似文献
10.
高速公(铁)路路基、隧道和桥梁工程等常常因地质灾害的存在而影响正常使用, 尤其是类型不明的不稳定斜坡, 明确地质灾害类型是影响不稳定体治理方案的首要任务。以宜巴高速公路铜矿岭不稳定斜坡为研究对象, 采用野外地质调查、工程地质分析和监测数据分析的方法, 判明了铜矿岭不稳定斜坡类型。野外调查结果表明该不稳定斜坡上部为残坡积物, 下部为反倾结构的粉砂岩; 结合位移监测数据, 判定该不稳定斜坡变形存在多个剪切滑移带, 但主要分布于松散堆积物内部, 综合判定该不稳定斜坡为深层蠕动变形体; 依据变形大小和变形方向变化特点, 最后将该变形体分为两个大区, Ⅱ区又可细分为2个小区, 并指出Ⅱ2区是未来防治的关键部位。研究成果为该不稳定斜坡后续治理设计提供了地质依据, 证明传统的工程地质调查、分析与位移监测相结合是开展不稳定体类型判识, 确定边界范围的有效手段。 相似文献
11.
Distributed fiber optic monitoring and stability analysis of a model slope under surcharge loading 总被引：2，自引：1，他引：1
In the discipline of geotechnical engineering, fiber optic sensor based distributed monitoring has played an increasingly important role over the past few decades. Compared with conventional sensors, fiber optic sensors have a variety of exclusive advantages, such as smaller size, higher precision, and better corrosion resistance. These innovative monitoring technologies have been successfully applied for performance monitoring of geo-structures and early warning of potential geo- hazards around the world. In order to investigate their ability to monitor slope stability problems, a medium-sized model of soil nailed slope has been constructed in laboratory. The fully distributed Brillouin optical time-domain analysis （BOTDA） sensing technology was employed to measure the horizontal strain distributions inside the model slope. During model construction, a specially designed strain sensing fiber was buried in the soil mass. Afterward, the surcharge loading was applied on the slope crest in stages using hydraulic jacks and a reaction frame. During testing, an NBX-6o5o BOTDA sensing interrogator was used to collect the fiber optic sensing data. The test results have been analyzed in detail, which shows that the fiber optic sensors can capture the progressive deformation and failure pattern of the model slope. The limit equilibrium analyses were also conducted to obtain the factors ofsafety of the slope under different surface loadings. It is found that the characteristic maximum strains can reflect the stability of the model slope and an empirical relationship was obtained, This study verified the effectiveness of the distributed BOTDA sensing technology in performance monitoring of slope. 相似文献
12.
The impact effect of boulder within debris flow is the key factor contributing to peak impact as well as to the failure of debris flow control work. So accurate measuring and calculating the impact force of debris flow can ensure the engineering design strength. However, limited to the existing laboratory conditions and piezoelectric sensor performance, it is impossible, based on the conventional measurements, to devise a computing method for expressing a reliable boulder impact force. This paper has therefore designed a new measurement device according to the method of integrating Fiber Bragg grating (FBG) and reinforced concrete composite beam (RCB) for measuring the impact force of debris flows, i.e. mounting FBG on the axially stressed steel bar in the composite beam at regular intervals to monitor the steel strain. RCB plays the role of contacting debris flow and protecting FBG sensors. Taking this new device as the experimental object, drop testing is designed for simulating and reflecting the boulder impact force. In a series of impacting tests, the relationship between the peak dynamic strain value of the steel bar and the impact force is analyzed, and based on which, an inversion model that uses the steel bar strain as the independent variable is established for calculating the boulder impact force. The experimental results show that this new inversion model can determine the impact force value and its acting position with a system error of 18.1%, which can provide an experimental foundation for measuring the impact force of boulders within the debris flow by the new FBG-based device. 相似文献
13.
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???ù?????????????????????ж????????????е?????,??????????????????????????????????????????????????????????????????????????????????????????????????????????÷?Χ??????????桢????????? 相似文献
14.
Study on rust layers on steel in different marine corrosion zone 总被引：1，自引：0，他引：1
IrmODUCnONTheMossbaureffect(ME)isalsoknOWnasrecoil-thenuclearresonaneabsorp-hon.MossbaursPeCboscoPy(MS)haspIDvedtobeaveryuSefultecheqUeforstudytngcormsionPimessesandcedon-cts.TheInainadvantagsofMSincormsionre-enhare:(l)thenon-deStrutivechateroftheteCboqUe;(2)possibilltyforquali-tativeandqUanitativephaanalsis;(3)uSehassinidenificationofPOOrlycrystal-lizedoramorphouscormsionpnhats.WththedeVfoPmntofInarineresomees,InansteelconstrUctionswerebulltatsea'MSwasusedforanalfongcormsion~t… 相似文献
15.
《中国海洋湖沼学报》2017,(2)
Considering the continuous exploitation of marine resources,it is very important to study the anticorrosion performance and durability of zinc coated streel(ZCS) because its increasing use as reinforcements in seawater.Tafel polarization curves and linear polarization curves combined with electrochemical impedance spectroscopy(EIS) were employed to evaluate the corrosion performance of ZCS at Qingdao test station during long-term immersion in seawater.The results indicated that the corrosion rate of the ZCS increased obviously with immersion time in seawater.The corrosion products that formed on the zinc coated steel were loose and porous,and were mainly composed of Zn_5(OH)_8Cl_2,Zns(OH)_6(CO_3)_2,and ZnO.Pitting corrosion occurred on the steel surface in neutral seawater,and the rate of ZCS corrosion decreased with increasing pH. 相似文献
16.
针对地下水对混凝土分解性侵蚀指标pHs现行评价方法中存在水样间pHs横向没有可对比性和难以定量绘制pHs分解性侵蚀分区图等两大缺陷,推出了一个新的pHs分解性侵蚀判别式sk1,用编制的"地下水对混凝土分解性侵蚀判别式计算程序",完成了新定义的判别式sk1的计算,计算结果不但具备了水样间的每种分解性侵蚀横向对比的功能,而且还具备了定量绘制每种分解性侵蚀分区图和定量绘制3种分解性侵蚀综合评价迭加图的功能。通过实例应用,形象地印证了现行评价方法存在的缺陷及现推出的判别式、定量编绘侵蚀分区图的可行性。 相似文献
17.
���α�����й��˴����·��� 总被引：3，自引：0，他引：3
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18.
天然水镁石纤维的化学松解技术 总被引：3，自引：0，他引：3
研究了不同表面活性剂对不同等级水镁石纤维的松解效果,通过对纤维悬浮液叩解度、粘度、纤维表面Zeta电位、纤维混凝土强度等的研究,并经扫描电镜分析,证明了化学松解工艺对水镁石纤维具有较好地劈分作用。表面活性剂种类及用量对纤维的叩解度、纤维的表面电位、悬浮液粘度均有影响,对不同等级纤维的影响有差异。随表面活性剂用量增加,纤维的叩解度、纤维表面的负电荷量、悬浮液的粘度一般均呈增加趋势。经过化学分散试验,水镁石纤维得到了较好松解,纤维直径由微米级下降至纳米级。将水镁石纤维应用于混凝土,抗折强度随纤维叩解度的增加而提高,说明纤维的化学分散有利于纤维对混凝土增强作用的发挥。 相似文献
19.
为定量估计观测序列所包含的各种成分,评定台站的观测环境、观测质量及对地形变的监测能力,加深对观测数据的理解,准确识别震前异常,以温泉台体应变为例,选择体应变、辅助观测及气象三要素等观测数据,利用别尔采夫滤波、小波分析和相关性分析等方法,分析温泉台体应变观测各周期变化的影响因素及特征。结果表明：1）温泉台体应变年周期变化的影响因素可能为钻孔水位,体应变相位滞后水位约31 d;2）气压是温泉台体应变月波的主要影响因素;3）固体潮汐是温泉台体应变日波、半日波的主要影响因素;4）温泉台体应变与水位、气压、固体潮汐等具有较强的线性相关性。 相似文献
20.
ImooUonONSCCisoneofthemosttwortantcausoffailureofstaiuleSsstalequipmentandfacilitieS.Studiesonunh0refacilitiesshowedthatanaddicchloridesolutionfilmcouldbefo~onthescheeofstalandthatstaiuleSSstalisinaCtivedissolutionstateinaedicchloridesolutionopinetal.,l99O;Gnanamoorthyetal.,l99O).ltisgenerallythoughtxthatSCCcannotoimrwhenthematerialisinaCtiveanodicdissolutionstate,soitsomcewithresultingcasualties(0ldfieldetal.,l99O)arousedattentiont0it.SomeSCCmeCanisrnsproposedpeuang,l988,Newmanctal.,… 相似文献