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91.
国内许多年久失修的地下设施在废弃时面临巨大的安全隐患,而利用高含沙泥浆进行填充是有效而经济的方法。在进行填充前,对管道填充的可行性需要建立模型进行试验研究。在模型试验研究时遇到的模型不相似问题是影响模型试验准确性的重要因素,因此要对试验所得数据进行修正。在本次研究中我们通过对于试验所得流速数据进行糙率纠正解决了糙率不相似的问题。  相似文献   
92.
李世明  马骏  张海敏  刘龙庆 《水文》2007,27(1):89-92,81
2003年8~10月,泾、渭、洛河和三门峡~花园口区间降雨持续50余d,黄河中游出现了历史上罕见的秋汛洪水。为扩大黄河下游河道主河槽的过洪能力,实现黄河下游主河槽的全线冲刷,同时,进一步探索三门峡、小浪底等水库水沙联合调度方式,深化对黄河河道、水库水沙运动规律的认识,黄委会于9月6日~18日进行了黄河第二次调水调沙。该文着重介绍了此次实验中黄河下游主要断面的水文泥沙过程,以及河道冲淤情况,认为花园口水文站来水量26.5亿m~3,冲刷量0.456亿t,整个下游河段基本为冲刷;下游主要断面主槽过洪能力增加幅度为150~400m~3/s,2500m~3/s流量相应水位降低0.04~0.23m,提高下游河道的输沙效率。  相似文献   
93.
Overpressure is a hot topic in the study of sedimentary basins. It is important in generation,maturation migration,and accumulation of hydrocarbon,but the effects of overpressure on rock frame have not been investigated. In this study,experiments were carried out to study the effects of overpressure on rock frame structures using five core samples from the Junggar basin,Northwest China. The deformations and velocities for the samples were measured at different effective pressures related to non-equilibrium compaction and fluid expansion overpressure mechanisms. The results show that the effect of overpressure on rock frames gradually increases when the effective pressure drops down to a certain value (called critical pressure). Moreover,non-equilibrium compaction mechanism has more effects on rock frames than fluid expansion mechanism under the same effective pressure. Furthermore to study rock frame structural changes,we use Kuster and Toks?z's expressions to simulate the effective aspect ratios of inclusions α (penny shapes) for different effective pressures. The results show that the α decreases dramatically when the effective pressure decreases from the critical pressure. Changes of α can be interpreted as responses to the rock frame changes when grains conform one another by rotating and self-adjusting. However,different mechanisms of overpressure have different effects on rock frames. The rock frame can be affected more easily by overpressure in shallow regions generated by non-equilibrium compaction mechanism. Once this kind of rock frames are preserved after overpressure releases to a normal hydrostatic pressure,they can be identified by their specific rock frame characters. This method provides a new way to study overpressure release and fluid migration and accumulation.  相似文献   
94.
Basaltic magmas found in intraplate suites appear to followmore than one differentiation trend. Many ocean island suitesfollow the ocean island tholeiitic trend, with the basalts differentiatingfrom olivine tholeiite through basaltic andesite, andesite,and dacite to sodic rhyolite. Many continental intraplate magmaticregimes, such as those of the Snake River Plain and the plutonicsequences associated with massif anorthosites, follow the potassicsilica-saturated alkalic trend, in which basalt differentiatesfrom olivine tholeiite through ferrobasalt (jotunite or ferrodiorite),Fe-rich intermediate rocks (trachybasalt or monzonite), andtrachyte (syenite) to potassic rhyolites and granites. Crystallizationexperiments on an olivine tholeiite from the Snake River Plainshow that the basaltic portions of the ocean island tholeiitictrend and the potassic silica-saturated alkalic trend (whichleads to strong alkali, P, Ti, and Fe enrichment and silicadepletion) can arise from the same ‘dry’ tholeiiticparental magma. These compositional differences are inducedby changes in phase equilibria as a function of pressure, withthe ocean island tholeiitic series arising from crystal–liquiddifferentiation at low pressure and the potassic silica-saturatedalkalic series arising via differentiation at elevated pressures. KEY WORDS: tholeiite differentiation; experimental petrology; phase equilibria; ferrodiorite; ferrobasalt  相似文献   
95.
为了研究复杂应力条件下原状黄土的增湿变形特性,利用改进的非饱和土湿陷真三轴仪,在测量吸力条件下对原状黄土进行双线法分级浸水增湿试验,探讨力?水耦合作用下吸力的变化特性,研究真三轴浸水试验的增湿变形特性,以及吸力、净围压、中主应力和应力比对增湿变形的影响。研究结果表明:由ei-lgp压缩曲线确定了非饱和土的屈服点,屈服点之前,曲线的斜率近似相等;屈服点之后,曲线的斜率随着初始吸力的减小而减小,且非饱和土与饱和土的交点随着初始吸力的增大呈右下方移动趋势。等向压缩过程中,吸力随着净平均应力的增加近似呈线性减小趋势,初始吸力越小,吸力减小的速度越慢,且吸力变化量越小。均压分级浸水增湿时,吸力s随着浸水量w的增加而减小,增湿体变 随着浸水量w的增加而增大,不同净围压下的 -w关系曲线相互有交叉。交叉区域之前,净围压越大,增湿体变越小,而交叉区域之后,净围压越大,增湿体变越大。在同一净围压条件下,浸水量相同时,初始吸力越大,增湿体变越大。真三轴剪切增湿试验中,应力比k、中主应力参数b值和净围压?3皆对增湿变形有一定的影响。当q/p≤1时,增湿变形曲线前段下凹后段上凹,主要表现为体积增湿变形;当q/p>1时,增湿变形曲线只有下凹部分,主要表现为剪切增湿变形。增湿变形曲线的形态取决于k值和b值的不同组合。  相似文献   
96.
建昌县大石沟金矿床与南大线金矿床相连,二者实为一个金矿床。矿床受控于大青山火山机构,在火山机构的南侧接触带及其附近的中侏罗统髫髻山组安山质火山岩中热液蚀变发育。蚀变有两种类型,即面性围岩蚀变和线性围岩蚀变,面性蚀变岩受接触带控制,线性蚀变岩受断裂构造或劈理(带)控制,前者控制了金矿床或矿化带,后者控制了金矿脉(带),这种控矿断裂或劈理(带)是大青山火山机构破火山口塌陷过程中形成的裂隙系统。依据矿床产出的地质背景、构造环境、矿床地质特征、地球化学特征等建立了矿床模式,以利于今后的成矿预测和资源评价。  相似文献   
97.
国家于1996年确定了全国35个贫困山区综合开发试点县,并建立了山区综合开发试点贷款这一新信贷种类.通过分析该工作在试点阶段遇到的一些问题和管理难点,提出了改进管理工作的指导思想和对策措施  相似文献   
98.
Pragmatic experimental design requires objective consideration of several classes of information including the survey goals, the range of expected Earth responses, acquisition costs, instrumental capabilities, experimental conditions and logistics. In this study we consider the ramifications of maximizing model parameter resolution through non-linear experimental design. Global optimization theory is employed to examine and rank different EM sounding survey designs in terms of model resolution as defined by linearized inverse theory. By studying both theoretically optimal and heuristic experimental survey configurations for various quantities of data, it is shown that design optimization is critical for minimizing model variance estimates, and is particularly important when the inverse problem becomes nearly underdetermined. We introduce the concept of robustness so that survey designs are relatively immune to the presence of potential bias errors in important data. Bias may arise during practical measurement, or from designing a survey using an appropriate model.  相似文献   
99.
湘西新元古界—寒武系中锑砷存在相态研究   总被引:7,自引:0,他引:7  
应用部分提取技术研究湘西地区新元古界-寒中武系锑和砷元素的存在相态表明,岩石中以可交换离子,与碳酸盐有关,与硫化物有关和赋存于硅酸直放物晶格的4种形式存在的锑元素分别占岩石中锑总量的18.65%,0.85%,31.41%和43.81%,砷则分别为7.05%,4.29%和56.11%和29.18%,呈易迁移相态存在锑和砷分别为55.91%和67.45%,在含硫开放体系中,岩石中元素的淋滤率与其中易迁  相似文献   
100.
The current and conventional fault-crossing short baseline measurement has a relatively high precision, but its measurement arrays usually fail to or cannot completely span major active fault zones due to the short length of the baselines, which are only tens to 100 meters. GNSS measurement has relatively low resolution on near-fault deformation and hence is not suitable for monitoring those faults with low motion and deformation rates, due to sparse stations and relatively low accuracy of the GNSS observation. We recently built up two experimental sites on the eastern boundary of the active Sichuan-Yunnan block, one crossing the Daqing section of the Zemuhe Fault and the other crossing the Longshu section of the Zhaotong Fault, aiming to test the measurement of near-fault motion and deformation by using fault-crossing arrays of one-kilometer-long baselines. In this paper, from a three-year-long data set we firstly introduce the selection of the sites and the methods of the measurement. We then calculate and analyze the near-field displacement and strain of the two sites by using three hypothetical models, the rigid body, elastic and composed models, proposed by previous researchers. In the rigid body model, we assume that an observed fault is located between two rigid blocks and the observed variances in baseline lengths result from the relative motion of the blocks. In the elastic model, we assume that a fault deforms uniformly within the fault zone over which a baseline array spans, and in the array baselines in different directions may play roles as strainmeters whose observations allow us to calculate three components of near-fault horizontal strain. In the composed model, we assume that both displacement and strain are accumulated within the fault zone that a baseline array spans, and both contribute to the observed variances in baseline lengths. Our results show that, from the rigid body model, variations in horizontal fault-parallel displacement component of the Zemuhe Fault at the Daqing site fluctuate within 3mm without obvious tendencies. The displacement variation in the fault-normal component keeps dropping in 2015 and 2016 with a cumulative decrease of 6mm, reflecting transverse horizontal compression, and it turns to rise slightly(suggesting extension)in 2017. From the elastic model, the variation in horizontal fault-normal strain component of the fault at Daqing shows mainly compression, with an annual variation close to 10-5, and variations in the other two strain components are at the order of 10-6. For the Longshu Fault, the rigid-body displacement of the fault varies totally within a few millimeters, but shows a dextral strike-slip tendency that is consistent with the fault motion known from geological investigation, and the observed dextral-slip rate is about 0.7mm/a on average. The fault-parallel strain component of the Longshu Fault is compressional within 2×10-6, and the fault-normal strain component is mainly extensional. Restricted by the assumption of rigid-body model, we have to ignore homolateral deformation on either side of an observed fault and attribute such deformation to the fault displacement, resulting in an upper limit estimate of the fault displacement. The elastic model emphasizes more the deformation on an observed fault zone and may give us information about localizations of near-fault strain. The results of the two sites from the composed model suggest that it needs caution when using this model due to that big uncertainty would be introduced in solving relevant equations. Level surveying has also been carried out at the meantime at the two sites. The leveling series of the Daqing site fluctuates within 4mm and shows no tendency, meaning little vertical component of fault motion has been observed at this site; while, from the rigid-body model, the fault-normal motion shows transverse-horizontal compression of up to 6mm, indicating that the motion of the Zemuhe Fault at Daqing is dominantly horizontal. The leveling series of the Longshu site shows a variation with amplitude comparable with that observed from the baseline series here, suggesting a minor component of thrust faulting; while the baseline series of the same site do not present tendencies of fault-normal displacement. Since the steep-dip faults at the two sites are dominantly strike-slip in geological time scale, we ignore probable vertical movement temporarily. In addition, lengths of homolateral baselines on either side of the faults change somewhat over time, and this makes us consider the existence of minor faults on either side of the main faults. These probable minor faults may not reach to the surface and have not been identified through geological mapping; they might result in the observed variances in lengths of homolateral baselines, fortunately such variations are small relative to those in fault-crossing baselines. In summary, the fault-crossing measurement using arrays with one-kilometer-long baselines provides us information about near-fault movement and strain, and has a slightly higher resolution relative to current GNSS observation at similar time and space scales, and therefore this geodetic technology will be used until GNSS networks with dense near-fault stations are available in the future.  相似文献   
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