南山坪古油藏的形成及其破坏因素分析   总被引：1，自引：0，他引：1  

凡元芳  丰勇 《矿产与地质》2005,19(3):296-298

南山坪古油藏以南山坪背斜(圈闭)为依托，油藏的形成、破坏与背斜(圈闭)的形成及演化息息相关。加里东晚期-海西早期的构造运动形成了南山坪背斜的雏形，与之对应的是最初的油藏形成；南山坪背斜在印支运动得到加强，形成构造圈闭，与之对应的是原油藏裂解生气及烃源岩进入生气阶段，形成气藏及部分沥青。之后的燕山运动Ⅱ幕使得南山坪背斜(圈闭)被褶皱和断层复杂化，形成由东南向北西的逆冲断裂，其上覆盖层抬升、剥蚀，原油藏彻底破坏，成为古油藏。分析认为，南山坪古油藏的破坏因素主要是印支期的热裂解和燕山运动Ⅱ幕的构造抬升、剥蚀，且后者更为主导因素。比较南山坪古油藏、余杭泰山古油藏及威远气藏，力图寻找其共性及差异性，从而为中国南方的油气勘探提供借鉴意义。  相似文献   

威宁铜厂河玄武岩铜矿成矿地质特征及成因探讨   总被引：3，自引：0，他引：3  

武国辉  金中国  董家龙 《矿产与地质》2005,19(5):482-486

研究威宁铜厂河铜矿区玄武岩的岩石类型、常量元素、微量元素及稀土元素地球化学特征,探讨玄武岩铜矿的成矿地质背景、控矿因素、产出特征和成矿规律,系统总结了找矿标志.研究认为,本区玄武岩具大陆拉斑玄武岩特征,铜矿属火山同生热液成矿叠加埋藏变质作用改造形成的玄武岩铜矿.  相似文献   

北祁连铜厂沟金矿含金黄铁矿热电性分析与找矿标志研究     

刘军  肖荣阁  张汉成 《矿产与地质》2005,19(5):517-522

根据铜厂沟金矿的矿区地质特征、含金黄铁矿热电性与微量元素分析等的研究,认为铜厂沟矿区自东向西黄铁矿热电性主要为N型电子导型,且有高负值→低正值→低负值→高负值变化趋势,提出Ag、As、Sb元素高浓度特征是金矿富集的有利部位,高硫黄铁矿与低硫黄铁矿混生或P、N导型黄铁矿混生是金矿富集的标志,含黄铁矿硫化物石英脉是有利的找矿标志.  相似文献   

计算机图形软件编制地图的探讨     

路长城  黎海滨 《江苏地质》2005,29(3):165-167

阐述了利用Coreldraw8．0图形软件来完成《连云港市市区图》的设计和具体编制的方法，利用Coreldraw8．0图形软件的特性来提高制图效率、成图质量。结合在地图编制工作中遇到的问题，对计算机制图和传统地图理论的结合、发展提出一些看法。  相似文献   

国家大剧院深基坑地下水控制设计及施工技术   总被引：3，自引：0，他引：3  

张志林  何运晏 《水文地质工程地质》2005,32(3):113-116

国家大剧院基坑地下水控制是大剧院工程的三大难题之一,也是专家们讨论的焦点。经过水文地质试验和充分论证,确定了地下水控制方案和施工方法,即采用反循环成井工艺施工引渗井,将上层滞水和潜水引渗到第一层承压含水层中消纳,保证第一步基坑开挖至-15 7m;在-15 7m位置采用连续墙阻隔第一层承压水,并使用旋挖钻机在槽内施工降水井,疏干槽内承压含水层并进行越流补给控制,保证基坑开挖至-26m;在歌剧院台仓局部加深部份(-32 5m),采用封闭布设减压井,解决基坑开挖和台仓地下结构施工时基坑突涌的问题;最后采用特殊的封井技术,将井管内高于槽底约10m的承压水头封堵在槽底以下0 5m,安全截断井管,保证了基础施工。  相似文献   

四川石棉西部地区金矿床形成时代   总被引：2，自引：0，他引：2       下载免费PDF全文

应汉龙  骆耀南 《地质论评》2007,53(2):273-280

四川石棉西部地区金矿床和矿点分布在扬子地块盖层碳酸盐岩和基底元古宙变质闪长岩以及中生代石英斑岩中的北北西和北北东走向断裂中。矿脉为含金黄铁矿-（黝铜矿）-多金属硫化物-石英脉、含金黄铁矿-石英脉和含金硅化糜陵岩等，围岩蚀变为硅化、白（绢）云母化、碳酸盐化、绿泥石化和黄铁矿化等。用40^Ar／39^Ar阶段加热法测定瓦斯沟、黄水沟、大岩房、金洞子和金台子5个金矿床蚀变白云母。4^Ar／39^Ar坪年龄分别为约22Ma、25～28Ma、20Ma、20Ma和32-34Ma，代表该地区主要金矿床的矿化蚀变时间。石棉西部地区金矿床是在渐新世和中新世早期的伸展构造背景下形成的。  相似文献   

近区瞬变场的频率效应与大深度探测能力的研究     

王庆乙 《地质与勘探》2007,43(1):79-83

在时域中,磁源近区瞬变场的时间特性取决于场源所含低频谱的分数幂.对于磁感应强度Bz(t)∝∑iω3/2i,对于感应电势εz(t)∝∑iω5/2i.这表明,现有的瞬变电磁探测系统只适用于浅部勘查,对于大深度的勘查,需要研制超强能量且轻便化的场源(发送系统),同时完善超导磁强计(接收系统)的实用化.  相似文献   

Relationships between land-use and forced-pool characteristics in the Colorado Front Range     

Jaime R. Goode  Ellen Wohl   《Geomorphology》2007,83(3-4):249

Land use practices in Colorado during the last two centuries altered the supply of sediment and water to many channels in the upper South Platte Basin. As a result of increased supply of sediment and mobility and reduced peak flows, the characteristics of pools associated with channel constrictions, referred to as forced pools, may have been altered. Increased supply of sediment and reduced transport capacity of high flows could lead to aggradation in forced pools. Channel confined by road corridors could lead to high velocities at normal flows, increased energy dissipation from riprap, or even increased pool frequency resulting from failed riprap. To assess potential alterations, four hypotheses were tested: (1) impacted streams will show significantly different mean volume of pools than a control stream; (2) mean volume of pools on streams where land-use activities increased the supply of sediment will be significantly different from streams solely affected by flow regulation; (3) the strongest change in characteristics of pools of impacted streams will be a reduced volume of pools; (4) streams affected by road corridors will show statistically lower spacing of pools than streams unaffected by roads. The downstream spacing and residual volume of twenty consecutive forced pools were surveyed on five streams in the Colorado Front Range that varied from no contemporary impact to multiple historical and contemporary impacts. ANCOVA with stepwise model selection indicated that degree of land-use (categorical), bankfull spacing of pools, upstream riffle slope and expansion ratio were all significant (α = 0.1) predictors of volume of pools (R² = 0.73). Simple linear regression of mean volume of pools and stream specific variables (gradient, drainage area and discharge) and least square means comparison of mean volume of pools indicated a need to standardize volumes of pools by slope and discharge so that the volumes of pools could be compared among different levels of land-use. Significant correlations between drainage area and volume of pools allowed volume of pools to be standardized by drainage area and thereby discharge. This dimensionless variable was also significantly correlated with channel slope, which permitted the construction of a new variable, PV_QS (volume of pools standardized by discharge and slope). Least square means comparison of mean PV_QS revealed that the control reach was significantly different from road-impacted reaches. Mean volume of pools was significantly larger in the control reach compared to all but one road-impacted stream. This was likely a function of higher wood loading in the control reach and the competence of high flows in the road-impacted reach. Streams affected by road corridors did not have significantly different bankfull spacing of pools from streams not impacted by roads. The multiple interactions among control and response variables explored in this study indicate the need to identify the most constrained and sensitive response variables when attempting to assess channel response to land use.  相似文献   

Significance of variations in the wind energy environment over the past 50 years with respect to dune activity and desertification in arid and semiarid northern China   总被引：1，自引：1，他引：1  

Xunming Wang  Hasi Eerdun  Zijiang Zhou  Xiaoping Liu   《Geomorphology》2007,86(3-4):252-266

Climate data from 339 meteorological stations collected from the 1950s to the early 2000s was employed to discuss aeolian activity in arid and semiarid northern China. The results show that at decadal time scales, erosivity varied greatly in this region. Most of arid and semiarid northern China was characterised by environments with moderate to low wind energy. After the 1980s, the erosivity was only 20 to 50% of that beforehand, and this difference had a significant impact on the environmental changes observed during the two periods. The dune mobility index was consistent with the observed dune activity. After the 1980s dune activity decreased and in some deserts with vegetated dune systems during the 1970s most of the dune plinths were active until the 1980s, after which only the crests were active. Some mobile dunes that had developed at the margins of mobile deserts were replaced by semi-anchored or anchored dunes. Because most desert areas with vegetated dune systems in arid and semiarid northern China are used for farming or grazing, the results of our monitoring show that the desertification trends were consistent with the trends in erosivity and dune activity in this region. Desertification was controlled much more by climatic changes than has previously been acknowledged, and especially by fluctuations in wind energy.  相似文献   

Modeling forced pool–riffle hydraulics in a boulder-bed stream, southern California     

Lee R. Harrison  Edward A. Keller 《Geomorphology》2007,83(3-4):232-248

The mechanisms which control the formation and maintenance of pool–riffles are fundamental aspects of channel form and process. Most of the previous investigations on pool–riffle sequences have focused on alluvial rivers, and relatively few exist on the maintenance of these bedforms in boulder-bed channels. Here, we use a high-resolution two-dimensional flow model to investigate the interactions among large roughness elements, channel hydraulics, and the maintenance of a forced pool–riffle sequence in a boulder-bed stream. Model output indicates that at low discharge, a peak zone of shear stress and velocity occurs over the riffle. At or near bankfull discharge, the peak in velocity and shear stress is found at the pool head because of strong flow convergence created by large roughness elements. The strength of flow convergence is enhanced during model simulations of bankfull flow, resulting in a narrow, high velocity core that is translated through the pool head and pool center. The jet is strengthened by a backwater effect upstream of the constriction and the development of an eddy zone on the lee side of the boulder. The extent of flow convergence and divergence is quantified by identifying the effective width, defined here as the width which conveys 90% of the highest modeled velocities. At low flow, the ratio of effective width between the pool and riffle is roughly 1:1, indicating little flow convergence or divergence. At bankfull discharge, the ratio of effective width is approximately 1:3 between the pool and downstream riffle, illustrating the strong flow convergence at the pool head. The effective width tends to equalize again with a ratio of 1:1 between the pool and riffle during a modeled discharge of a five-year flood, as the large roughness elements above the pool become drowned out. Results suggest that forced pool–riffle sequences in boulder-bed streams are maintained by flows at or near bankfull discharge because of stage-dependent variability in depth-averaged velocity and tractive force.  相似文献