重庆金佛山表层岩溶生态系统土壤的CO2释放规律

采用碱溶液吸收法通过对重庆金佛山林地、裸地表层岩溶生态系统土壤CO2释放量进行野外监测,研究了影响土壤CO2释放量变化的主要因素,揭示土壤CO2释放变化规律。土壤CO2释放量的变化主要随着温度而变化,即气温降低,土壤CO2释放量减少,在昼夜时段,土壤CO2也随温度而变化,但相比温度变化有明显滞后性;降雨对土壤CO2释放有比较复杂的影响,但非简单的线性相关;同时植被也会影响到土壤CO2的释放,总体上,相比裸地而言,林地的土壤CO2的释放量大,但在不同时间段内土壤CO2释放强度与气温的关系有较大差异。一天时间段内林地土壤CO2释放强度与温度的关系较裸地灵敏,这是因为林地本身生物量大,对温度反应敏感,温度很小的变化就能引发土壤CO2释放量的大幅度地改变。而在以月为单位观测时间段时,裸地土壤CO2释放强度与气温的关系较林地灵敏,这可能是因为植被覆盖减缓气温对土温的影响,对土温有较强的调节作用。这种不同植被系统下,在不同时段土壤的CO2释放量动态差异在讨论岩溶作用与碳循环时应充分注意。     

西天山特克斯达坂晚古生代若干不整合的厘定及地质意义

地层不整合接触是研究地质发展历史及鉴定地壳运动特征和运动时期的重要依据。通过1：5万区域地质调查,在西天山特克斯达坂一带晚古生代地层中厘定出6个不整合面,证实区内乃至天山地区曾有过至少6幕褶皱运动,丰富了研究区的幕式褶皱内容。新确立了特克斯运动（东图津河组与科古琴山组之间的角度不整合）,证实了天山主褶皱幕是鄯善运动,是记录塔里木板块与准噶尔板块碰撞缝合的重要构造运动。特克斯运动等6幕褶皱运动为天山地区构造演化研究提供了更为详尽的幕式演化信息。     

大巴山前陆西段叠加构造变形分析及其构造应力场特征

大巴山前陆西段发育典型的横跨叠加褶皱,清楚地记录了自身构造演化历史,为查明大巴山前陆构造体制转换提供了非常有利的条件。本文通过野外褶皱形态分析,结合层面和断层面滑动矢量的观测,获得大巴山前陆西段中生代主要的两期挤压构造应力场,即早期(T3—J1)的构造应力场以近南北向挤压为主,大巴山地区受其控制,发生近东西向展布褶皱变形,这期构造变形与印支运动有关;晚期,即J3—K1期间,大巴山构造体制发生重大转变,本区构造应力场由近南北挤压转变为近东西向强烈挤压,大巴山发生强烈构造变形,大巴山推覆构造带以断裂活动为主,镇巴—城口—房县断裂带强烈向大巴山前陆逆掩。而大巴山前陆则以强烈的近南北向延伸的褶皱变形为主,早期近东西向褶皱遭受强烈改造,形成大巴山前陆西段较为典型的横跨叠加褶皱构造。这期构造变形是燕山运动早期活动的结果。大巴山叠加变形的研究不仅为研究中国盆—山系统变形特征提供了具体例证,而且对大巴山前陆油气勘探起重要指导作用。     

触发重庆山洪灾害的典型环流和影响系统分析

通过对触发重庆山洪灾害的31次区域性暴雨的特点以及产生重庆区域性暴雨的典型大气环流形势和主要影响系统的统计分析,结果表明:(1)重庆山洪灾害主要是强降水引起的滑坡、局部泥石流和小溪流的洪涝等灾害,其危害极大;(2)诱发重庆山洪灾害的典型区域性强降水主要出现在5~9月,其中7月出现频率最大;(3)绝大部分区域性强降水过程产生前,在500 hPa中、高纬地区上空形成两脊一槽型(占52%)或两槽一脊型的环流形势(占42%);(4)高原槽(高原切变)、高原涡、副热带高压、西南涡、低空急流、地面冷锋等为其主要影响系统。     

佛山市顺德区飞鹅山Ⅲ号滑坡形成机理与防治技术

采用工程地质钻探、物探、地质测绘及室内试验等技术方法探讨飞鹅山Ⅲ号滑坡形成机理与防治技术。结果表明：1）滑坡体主要岩性为泥质粉砂岩,飞鹅山滑坡属于新形成的深层中型牵引式滑坡,在平面上呈圈椅状。2）滑坡属于双层滑面滑坡,主滑面以中型深层滑坡为主,主滑体上部发育中型中厚层滑坡。3）滑坡产生的原因为：(1)泥质粉砂岩倾向与坡向基本一致,且岩层倾角为中等倾角;(2)人工开挖使坡脚形成高陡临空面,抗滑力大为降低;(3)雨水沿层面及节理裂隙入渗至坡体深部,大大增加岩土体容重,同时泥质粉砂岩遇水软化,抗剪强度显著降低。4）结合该滑坡区地质环境条件,采用坡面削坡+锚杆（索）+格构梁+双排预应力锚拉抗滑桩+三维网植草绿化+截排水+毛石挡墙的综合治理方法进行防治,监测结果显示该滑坡变形及位移已得到有效控制,整治效果良好。     

旅游资源非优区的园区化建设探讨——以吕梁山苍儿会旅游经济园区为例

旅游资源非优区主要是在资源质量及其开发条件等方面表现出"非优性"的特征.在区域发展中如果仍然沿用传统的旅游资源开发思路和方法,必然使区域旅游业处于市场竞争中的劣势.因此,对于该类型区域有必要探索出新的经济发展思路.从区域比较优势角度,旅游资源非优区的发展应以资源禀赋特征为基础,以旅游经济园区发展为主体,走产业多样化的道路.以吕梁山苍儿会生态旅游经济区为例,提出加快园区化建设的步伐,促进旅游经济与区域产业经济的良性互动,是避免片面强调旅游经济而抑制其它产业发展,以及促进区域可持续发展的根本战略选择.     

庐山地区第四纪泥砾沉积物的成因探讨

庐山第四纪泥砾沉积物的砾石组构特征表明, 砾石岩性与山体基岩基本一致, 砾石的等体积球径较小, 加权平均砾径较中值砾径大, 分选系数大于1, 分选性差, φ值相对较小, 平均为0.66, F值相对较大, 在2左右, F/φ比值介于2.75～4.75, ρ值集中且较小, 为22.75%～37.75%, 砾石以棱角、次棱角状为主, 磨圆较差; a轴和ab面都倾向沟谷下游, a轴倾角集中且较小, 为7～8°, ab面倾角为7～21°, a轴较ab面具有更为优势的组构倾向; 沉积物粒度频率曲线在4～5?范围内表现为峰; 石英砂颗粒为次棱角状, 贝壳状断口发育, 具平行擦痕、上翻解理片、V形坑和硅质沉淀。上述沉积学特征表明庐山第四纪泥砾沉积物系冰碛冰水沉积, 而非泥石流或河流堆积。      

Finite-amplitude mountain waves in a compressible atmosphere including the effects of dissipation

Abstract

Adiabatic, two-dimensional, steady-state finite-amplitude, hydrostatic gravity waves produced by flow over a ridge are considered. Nonlinear self advection steepens the wave until the streamlines attain a vertical slope at a critical height z_c. The height z_c , where this occurs, depends on the ridge crest height and adiabatic expansion of the atmosphere. Dissipation is introduced in order to balance nonlinear self advection, and to maintain a marginal state above z_c. The approach is to assume that the wave is inviscid except in a thin layer, small compared to a vertical wavelength, where dissipation cannot be neglected. The solutions in each region are matched to obtain a continuous solution for the streamline displacement δ. Solutions are presented for different values of the nondimensional dissipation parameter β. Eddy viscosity coefficients and the thickness of the dissipative layer are expressed as functions of β, and their magnitudes are compared to other theoretical evaluations and to values inferred from radar measurements of the stratosphere.

The Fourier spectrum of the solution for z ≫ z_c is shown to decay exponentially at large vertical wave numbers n. In comparison, a spectral decay law n ^?-8/3 characterizes the marginal state of the wave at z = z_c .     

Observations of mine seismicity in the eastern Wasatch Plateau,Utah, U.S.A.: A possible case of implosional failure

In the summer of 1984, a three-dimensional, high-resolution microearthquake network was operated in the vicinity of two coal mines beneath Gentry Mountain in the eastern Wasatch Plateau, Utah. During a six-week period, approximately 3,000 seismic events were observed of which the majority were impulsive, higher frequency (>10 Hz), short duration (<2–3 sec) events probably associated with the caving of the roof from a longwall operation. In contrast, 234 of the largest located events appeared to occur predominantlybeneath the mines to a depth of 2 to 3 km consistent with previous studies. The magnitudes of these events ranged from less thanM _c 0 to 1.6. In addition to the unusual depths of these latter events, an anomalous aspect displayed by the events was an apparent dilatational focal mechanism suggesting a non-double-couple, possibly implosional source. Implosional events have been observed in other studies of mine seismicity; however, the generally inadequate instrumental coverage of the focal sphere has cast some doubt on the validity of such mechanisms. Previously suggested source mechanisms for such implosional events have included tensional failure through strata collapse, and a shear-implosional displacement mechanism. Shear failure must be involved in the failure process of the Gentry Mountain implosional events as evidenced by well-defined shear waves in the observed seismograms. Simultaneous monitoring in the East Mountain coal mining area to the south by the University of Utah revealed typical shear failure events mixed with implosional events. The observed double-couple, reverse focal mechanisms at East Mountain were similar to mechanisms determined in previous studies and a composite focal mechanism determined in this study for a sequence outside the mining areas. This suggested that the shear events within the mining areas are being influenced by the regional tectonic stress field. Thus in addition to the seismic events associated with caving of the roof from the longwall operation, there appear to be at least two other types of mining-induced seismic events occurring in the eastern Wasatch Plateau, both submine in origin: (1) events characterized by apparent non-double-couple possibly implosional focal mechanisms and well-defined shear waves; and (2) shear events, which are indistinguishable from tectonic earthquakes and may be considered mining triggered earthquakes. The small mining-induced stress changes that occur beyond a few hundred meters from the mine workings suggest both types of seismic events are occurring on critically stressed, pre-existing zones of weakness. Topography, overburden, method of mining, and mine configuration also appear to be significant factors influencing the occurrence of the implosional submine events.     

Earth pillar formation on the Mountain Pine Ridge,Belize

The roadcuts of Belize's Mountain Pine Ridge feature numerous coarsely textured earth pillars less than 10 cm in height. Preferential impregnation of iron occurs over a buried pebble resulting in a dripline. The higher concentration of iron along the buried pebble's dripline is later oxidized and exposed to the surface by rainsplash erosion. For slopes greater than five degrees, the intensity of sheetwash erosion is great enough to remove pillars. Earth pillar genesis thus seems a function of laterization, slope angle, and sheetwash intensity.