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通过对该引水工程涉及区钻孔岩心伽玛照射量率测量和区域伽玛照射量率调查以及岩石、土壤、底泥以及地表水、地下水中天然放射性核素U、226Ra、Th、40K及总α、总β放射性水平调查,结果表明,工程涉及区属于天然放射性低背景区,地表及地下水水质较好,能满足引水工程的要求,该引水工程是可行的。 相似文献
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为解决全球气候模式模拟降雨与实测降雨存在较大偏差的问题,提出了一种基于分段三伽玛分布的偏差纠正方法。该方法将降雨序列按其分位点分为极小值、常规值和极大值3部分,分别对3部分降雨序列的累积概率分布曲线进行偏差纠正;基于分位数偏差累积思想提出了一种综合性评价指标C,对分段三伽玛方法的偏差纠正效果进行综合评估。应用该方法对CMIP5下18个GCMs在雅鲁藏布江附近17个气象站点的模拟降雨进行偏差纠正,并与单伽玛方法和双伽玛方法进行对比分析。结果表明:分段三伽玛方法可以很好地消除GCMs模拟降雨与实测降雨的偏差,率定期和验证期的偏差纠正效果大多在0.85以上;相比单伽玛和双伽玛方法,分段三伽玛方法在验证期的偏差纠正效果更好,表现更稳健。 相似文献
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航空伽玛能谱资料在昆明地区磷矿普查中的应用 总被引：2，自引：0，他引：2
磷块岩矿床中磷与放射性元素铀之间存在着共生组合关系。这是应用航空伽玛能谱测量普查磷矿的前提。通过对6个已知磷块岩矿床的航空伽玛能谱特征场的分析,建立了应用航空伽玛能谱资料确定磷矿找矿靶区的评价准则,并对昆阳磷矿区和王家湾磷矿区外围未知地区作了初步评价,确定了Ｉ类找矿靶区5片,Ⅱ类找矿靶区3片。现已在找矿靶区内找到了磷矿床。 相似文献
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一种有用的解释参数——航空伽玛能谱变异系数 总被引：1，自引：1，他引：1
本文讨论了航空伽玛能谱变异系数(包括总计数率及钾、铀、钍含量变异系数, 简称伽玛能谱变异系数)的计算、变异系数图的编制方法以及它们的地质应用。伽玛能谱变异系数是一种反映放射性元素空间分布特点及其地球化学活动程度的参数。变异系数图具有信息丰富、用途较广泛的特点。结合其它物化探资料, 可用来进行地质填图和找矿远景评价等。研究表明, 伽玛能谱变异系数可做为航空伽玛能谱资料解释一种很有用的参数。 相似文献
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根据地面伽玛能谱测量在任丘油田南部的实测资料,经综合分析表明:①伽玛能谱测量的结果符合众所周知的放射性方法找油模式;②化探结果证实了能谱测量资料;⑨能谱测量的低值区范围与已知油田在本区的面积重合率达75％。从而证实了地面伽玛能谱测量在本区寻找油气藏的效果。 相似文献
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辐射仪在标定时要带上铅套,放射性伽玛顺检之铅套方法和常规方法的区别是前者在测量时辐射仪要带上铅套,在龙岩市东宫下高岭土西矿段补勘岩(矿)心放射性伽玛顺检中铅套法和常规法的测量成果对比非常显著,即铅套法测量伽玛值偏低,异常下限也偏低,伽玛曲线平直;常规法测量伽玛值偏高,异常下限也偏高,伽玛曲线起伏变化较大,这些差别是因为常规方法测量受到散射射线,尤其是近旁岩(矿)心伽玛射线影响所致。但是,铅套法因其伽玛值偏小,致使听测时可能会漏掉狭缝里的伽玛偏高场或异常,这是铅套法的不足之处。为此,提出了在岩(矿)心或工程放射性伽玛顺检时铅套法和常规法结合使用的建议。 相似文献
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概述了采用伽玛能谱测量方法在新疆北部富蕴、托里、包古图、青河等地开展找金应用研究。快速有效地评价了一批综合化探异常和金矿点,圈定了成矿有利地段和富矿化段,对工程布置和采坑掘进给予了及时指导。 相似文献
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应用伽玛能谱仪,对江苏赣榆、东海地区的铀、钍、钾及其放射性进行测量,在片麻岩老地层的碎裂岩构造带中建立能谱找金模式。应用该方法在赣榆县横山、车夫山地段评价了金矿化带;对东海县禹山地区Ｂ矿段、Ｃ矿段金矿点进行了能谱定量评价,发现能谱Ⅰ类金矿化４０个测点,Ⅱ类金矿化４０个测点,Ⅲ类金矿化２９个测点,圈定富金地段,为禹山地区找金提供一种新的手段。在赣榆东海地区应用伽玛能谱进行详查、工程揭露,指导工程设计和布置,快速圈定金矿体边界,判别地质界线。 相似文献
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坝体填筑料压缩特性及影响因素分析 总被引：1，自引：0，他引：1
堆石料的压缩性直接关系工程的安全问题,对某一抽水蓄能电站坝体填筑料开展多组大型侧限压缩试验,结果表明,堆石料的压缩模量较大、压缩指数很小。只有在应力超过颗粒破碎应力以后堆石料压缩曲线才会发生较大程度的下降,且认为颗粒破碎应力是堆石料发生弹塑性变形的转折点,对于不同初始孔隙比的同一种堆石料,在极高的应力状态下它们的压缩曲线会聚到唯一的极限压缩曲线LCC。压缩曲线中堆石料的卸荷回弹量非常小,表明其是弹性变形。不论何种加载路径材料的初始级配决定了堆石料的最终压缩状态,且随着母岩强度的增加、初始孔隙比或者泥岩含量的减小堆石料的压缩性减小。 相似文献
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Hany S. Mesbah Ahmed Ismail Ayman I. Taha Usama Massoud Mamdouh M. Soilman 《Arabian Journal of Geosciences》2017,10(10):230
Water seepage to ground surface at a limestone quarry located at Wadi Garawy about 20 km south-east of Helwan city in Egypt posed a real threat to the mining activity at the quarry. The quarry area is known to be very dry for decades and away from water utilities and infrastructures that may cause water leaks to the quarry. Geophysical investigation including 1D Vertical Electrical Sounding (VES), 2D Electrical Resistivity Tomography (ERT) and 1D Transient Electromagnetic (TEM) surveys were conducted to characterize the rock sequence and locate what could be a possible source of water seepage to the quarry. The resistivity profiles generated from the VES and TEM surveys mapped the rock units in the area down to depths exceeded 100 m. The ERT profiles acquired from the quarrying zone close to the water seepage spot have imaged the top of groundwater level at few meters below the ground surface at the quarry open pit. The spot of groundwater seepage seemed to occur at an area of limestone dissolution that were filled by finer sediments. The finer sediments acted as a hydrological conduit that allowed an upward seepage of groundwater to ground surface under the capillary action effect. 相似文献
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Murat Yilmaz Altay Ertin Selman Er Atiye Tugrul 《Journal of the Geological Society of India》2018,91(2):232-238
The key question regarding steep rock slopes along rock quarries is their stability because a rock slope failure can have critical results. In this study, the aim is to investigate the areas with potential risk for jointed karstic limestones in a rock quarry. First, to determine rock mass properties, scan-line surveys were performed, and the major orientations of discontinuities were analyzed using stereographic projection. Then, the physicomechanical properties of the slope-forming rock were determined in the laboratory, and geomechanical properties of the rock mass were determined using an empirical failure criterion. Finally, the quarry slope stability was assessed in accordance with numerical modelling. According to the results obtained, the numerical modelling of steep rock slopes can be efficiently evaluated by using finite element method. Beside this, the presence of joints intersecting the main discontinuity sets, the filling materials of discontinuities resulting from weathering of limestone and surface deposits, surcharge load due to mine waste dumped on the slopes and excavation blasting during construction of quarry area play a key role when modelling the steep rock slopes by using finite element method. 相似文献
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Understanding a quarry in terms of its potential for breakwater construction materials presents a special challenge for the engineering geologist. Unlike blasting in aggregates and mining operations, optimisation of the extraction process has a focus on the potential for production of large blocks for armourstone. These blocks weighing many tonnes are used for cover layers to resist wave action. The quarry-run is used for breakwater core. If the quarry has been developed as a source of materials dedicated to a breakwater construction project, the success of the project depends greatly on the blasting and production of rock sizes that are required and the avoidance of leaving a massive quantity of unused materials behind in the quarry after project completion. Prediction of in-situ block sizes such as from joint spacing data, provides the most critical input for the prediction of the blast pile block size distribution (BBSD), which in turn is a vital early design input if the constructed breakwater is to be economical as well as effective.This paper is part of a series of papers that introduces the coastal engineering motivation for this work on engineering geology, giving reasons why the prediction of the fragmentation curve of the blast products in a dedicated quarry is of such economic importance for breakwater projects. The first step towards blasted block size distribution (BBSD) prediction is the prediction of the in-situ block sized distribution (IBSD), the main subject of this paper. Drawing together research methods from the 1990s and the rock mechanics principles of discontinuity analysis, a practical step by step methodology for IBSD assessment that includes approaches that are not reliant on specialised computer software is presented. Continuing on the practical theme, a new extension of the volumetric joint count approach is suggested for IBSD prediction for the case when sparse borehole data is all that is available. A case study of IBSD assessment and the associated BBSD and blast assessment is presented from a Carboniferous limestone quarry. For clarity, details of blast design and yield curve prediction that are recommended for use in the context of armourstone production, have been presented in a companion paper. The Rosin-Rammler equation is used as an example form for the BBSD prediction of a dedicated quarry and the potential for breakwater project optimisation is illustrated. The final section sets out a method for directly comparing yield curves together with the demand for materials set by the breakwater design. On the same plot, sizes where there is a relative shortfall in production can be identified. The dependence of effective breakwater design on accurate quarry yield prediction and quarry blasting performance is discussed. 相似文献
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The August 27, 2014, rock avalanche and related impulse water waves in Fuquan,Guizhou, China 总被引：1，自引：1，他引：0
At about 8:30 p.m. on 27 August 2014, a catastrophic rock avalanche suddenly occurred in Fuquan, Yunnan, southwestern China. This landslide and related impulse water waves destroyed two villages and killed 23 persons. The impulse waves occurred after initiation of the landslide, caused by the main part of the slide mass rapidly plunging into a water-filled quarry below the source area. The wave, comprising muddy water and rock debris, impacted the opposite slope of the quarry on the western side of the runout path and washed away three homes in Xinwan village. Part of the displaced material traveled a horizontal distance of about 40 m from its source and destroyed the village of Xiaoba. To provide information for potential landslide hazard zonation in this area, a combined landslide–wave simulation was undertaken. A dynamic landslide analysis (DAN-W) model is used to simulate the landslide propagation before entering the quarry, while Fluent (Ansys Inc., USA) is used to simulate the impulse wave generation and propagation. Output data from the DAN-W simulation are used as input parameters for wave modeling, and there is good agreement between the observed and simulated results of the landslide propagation. Notably, the locations affected by recordable waves according to the simulation correspond to those recorded by field investigation. 相似文献
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以单点校正法,采用国家一级标准物质,用标准样品的标准值与实验值求得校正系数,测定与标准物质基体相类似岩石样品中的硫,简单、快速。经标准物质校验,结果与标准物质吻合。方法检出限、准确度和精密度均能满足地质样品的分析要求。 相似文献
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裂隙率作为表征岩体裂隙特征的一项重要参数,有线裂隙率、面裂隙率、体裂隙率3种表征方法。目前常用测线法、统计窗法获取线、面裂隙率仅能从一维或二维反映裂隙发育情况,其方法还存在测量结果随机性、应用受出露条件所限等不足;现有体裂隙率测量方法也存在着实际应用性较差、成本高等问题,尚缺乏简便易操作的野外测量方法。为此本文提出了一种新的野外测量岩体体裂隙率的工作方法--球体法。由于构造、成岩裂隙发育的组系性、方向性,球体法根据各组裂隙产状从不同方向进行观测,通过多次测量统计岩体出露面上裂隙的发育特征,推断岩体内部裂隙的发育状况,其值能更好地反映局部区域岩体内部裂隙发育程度。此外,在测量时利用专利仪器可以得到沿裂隙面法线方向上隙宽以及隙间距数据真实值,测量条件对出露面平整情况要求不高,测量结果受露头平整性影响不大,具有更好的实用性。本文以安庆大龙山采石场研究区为例应用球体法,野外现场测量表明该方法可以在较为方便操作的基础上实现快速测量;研究区体裂隙率均值为2. 286%,集中分布在1%~4%,结合研究区实际情况以及误差分析结果,球体法可以很好地反映研究区各个测量点的裂隙发育程度。 相似文献
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探采井岩性、产状、岩体破碎程度、构造条件、岩溶发育均利于地下水储存和运移,具有较好的承压条件。水井正好穿越岩溶管道,形成了自喷井(水量1 328m3)。解决2万余人的饮水,缓解旱情,取得了显著社会、经济效益。 相似文献
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利用γ能谱仪对阿坝州壤塘地区的天然放射性核素进行了现场测量,计算了内、外照射指数、γ照射量率和γ外照射有效剂量,并对该地区进行了天然放射性水平评价。研究结果显示,该地区γ照射量率平均值(100.07Gy/h),高于全国(81.5nGy/h)和世界(80nGy/h)的平均值,但内、外照射指数、γ照射量率和γ外照射有效剂量都在国家限量标准控制的范围内。由于地表水对放射性元素具有富集和运移作用,所以在断裂带附近的放射性水平相对偏高。目前,壤塘地区的天然放射性水平在安全的范围内,适合人类的居住和生活。 相似文献
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Ghada Snoussi Essaieb Hamdi Zoubeir Lafhaj 《Geotechnical and Geological Engineering》2014,32(4):973-986
The quality control of aggregates lies within the scope of the management of the quality and durability of construction materials. Although it is evaluated as additional cost, it makes possible to optimize the resistance of construction materials. This paper aims at developing an easy classification procedure of qualification and control of the aggregates. This methodology is based on (1) the constitution of an experimental database based on the measurement of ultrasonic parameters and water porosity determined by water saturation under vacuum conditions on samples coming from the two quarries chosen for the study: the quarry of Aïn Tebournouk (Tunisia) and the quarry of Boulonnais (France) (2) the application of the multivariable statistical methods on the database. The methodology developed makes possible not only to characterize the direct relations between the parameters studied, but also to classify the samples into two distinct groups corresponding to the two quarries studied using the principal component analysis and the cluster analysis. 相似文献