中国的酸雨模拟及控制对策研究   总被引：16，自引：0，他引：16  

李宗恺  王体健 《气象科学》2000,21(3):339-347

本文以大气污染源、大气污染特征、降水化学特征和酸雨污染特征等方面论述了我国在气污染和酸雨污染属于“煤烟型”,并将我国的大气了环境状况与世界其它一些国家作了比较分析。进一步利用我们发展的南京大学酸沉降模式系统（ＮＪＵＡＤＭＳ）模拟了中国地区的ＳＯ２地面浓度和硫沉降分布,并与实际观测浆和亚洲酸雨模式（ＲＡＩＮＳ－ＡＳＬＡ）的计算结果作了比较。最后从能源结构和经济发展状况出发,论述了我国控制ＳＯ２污染和  相似文献   

内陆水体好氧甲烷氧化过程研究进展   总被引：1，自引：0，他引：1  

秦宇  黄璜  李哲  鲁伦慧  汤琼  苏友恒  李欣芮 《湖泊科学》2021,33(4):1004-1017

内陆水体是全球碳循环的关键组成部分,是大气中甲烷(CH_4)的重要来源,每年从内陆淡水与自然湿地排放进入大气的CH4约为185～357 Tg/a.通常,内陆水体中CH_4主要由分布于水层底部的厌氧区或沉积层内的产甲烷菌介导产生,其向水层表面传输的过程中易被甲烷氧化菌所氧化.甲烷氧化菌可分为好氧甲烷氧化菌和厌氧甲烷氧化菌,有氧条件下,由好氧甲烷氧化菌介导的好氧甲烷氧化过程是水体中甲烷氧化过程的主要形式,湖泊底部产生的CH_4总量中约有99%可以被上覆水体中的好氧甲烷氧化过程所消耗.本文收集文献综合分析阐明,好氧甲烷氧化过程是由水环境因子、水文条件以及不同内陆水体的生态系统特征共同调控,同时也表现在了好氧甲烷氧化菌的生境偏好上.复杂的调控过程构建了内陆水体向大气输送CH_4的动态平衡,并最终反映在内陆水体对全球CH_4循环、碳循环作出的贡献上.  相似文献   

断层类型对高烈度区分布的影响研究     

杨海芳  帅向华 《地震工程与工程振动》2019,39(1):199-205

本文收集整理了1966年以来震级大于等于6.5的破坏性地震的震害资料,通过分析历史震例数据将6.5—7.9级地震的Ⅷ度及以上烈度区和8级及以上地震的Ⅸ度及以上烈度区定义为高烈度区。研究了不同类型地震高烈度区的分布特点,并给出了不同类型地震震级与高烈度区长短轴之间的拟合关系。分析结果表明:(1)走滑型地震高烈度区分布基本为比较对称的椭圆,这可能与走滑断层作用的应力是来自两旁的剪切力,其两盘顺断层面走向相对移动,而无上下垂直移动有关;(2)倾滑型地震高烈度区分布不一定对称,具体分布受断层两侧以及断层本身介质的物理性质影响;(3)褶皱类型地震的高烈度区分布特点要根据地震的断层位错和地震时褶皱隆起两方面的信息具体分析。  相似文献   

黑方台台塬斜坡变形破坏的结构面效应研究   总被引：2，自引：0，他引：2       下载免费PDF全文

刘亚峰  刘高  陈小军  黄迪  赵栋 《地震工程学报》2019,41(4):908-915

结构面对于黑方台台塬斜坡变形破坏的影响研究成果较多,但以单方面研究为主,较少进行系统研究,因此通过对黑方台台塬结构面类型及其组合特征以及斜坡变形破坏类型和特征的分析可知:研究区结构面类型主要包括节理裂隙、层面、接触面、断层和临空面,结构面组合类型分2大类8小类,各类型具有自身的结构特征和分布特征;结构面及其组合对黑方台台塬斜坡变形破坏类型选择和空间分布选择控制效应明显,特别是对滑坡类型选择和空间分布的影响。  相似文献   

胜利油田博兴洼陷沙三段高青砂岩体沉积模式研究     

徐亮  石世革 《矿物岩石地球化学通报》2005,24(3):211-216

为了预测砂体分布规律与岩性圈闭有利区带,指导下一步勘探,采用微观组分特征、岩石结构、粒度分布特征和沉积微相分析等方法,分析研究了高青砂岩体的沉积模式。研究表明,高青砂岩体的沉积微相有水下分流河道、河口砂坝、前缘席状砂沉积、砂泥互层沉积、前扇三角洲深水湖泊沉积。砂岩体的沉积模式分为三种：下部（G3）属（扇）三角洲水下部分沉积,中部（G2）属三角洲水下部分沉积,但湖泊中心和沉积中心进一步向南东方向迁移,上部（G1）与中部相似,但水下主分流河道以向南南东方向展布为主。根据高青砂体所处的构造位置及砂体与围岩的相互关系,确定了砂岩体的沉积环境为扇三角洲前缘与前扇三角洲。  相似文献   

Soil creep: problems raised by a 23 year study in Australia     

M. F. Clarke  M. A. J. Williams  T. Stokes 《地球表面变化过程与地形》1999,24(2):151-175

In October 1965 and February 1966, 55 Young-pits were installed in tropical Northern Territory (NT) and temperate New South Wales (NSW). Pits were monitored in 1968, 1971 and 1974; also, for the NT only, in 1988. In each region, half of the pits are on weathered granite, and half on sandstone. Local relief is 30m or less, and slopes are up to 20°. Annual rainfall is evenly distributed in the NSW sites (800 mm a⁻¹), but is confined to the five to six month wet season in NT (1200 mm a⁻¹). Six pits suffered external disturbance and so were not analysed. Analysis of 160 rods in 49 undisturbed pits shows: (1) vectorial movement generally not downslope parallel to the ground surface, but dominated by a vertically downward component; (2) significant uphill and vertically upward components of movement for many rods; (3) a weak correlation between total movement and sine of slope; (4) rapid movement during 1965-68, and slow movement thereafter; (5) significantly higher creep rates on the NT granites than on all other sites, perhaps because mound-building termites are especially active there. We conclude that our data do not support soil creep models which assume that all movement is downslope and slope-parallel. Repeated long-term measurements are essential to distinguish long-term creep rates from the short-term effects of disturbance. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

The silica supersaturated waters of northern Evia and eastern central Greece     

G. Stamatis  E. Gartzos 《水文研究》1999,13(17):2833-2845

The area of north Evia and eastern central Greece is characterized by strong geomorphological contrast and is built up mainly of consolidated rocks. Unconsolidated young sediments of Pleistocene to Holocene age cover the valley and basin flats, forming the most productive aquifers in this area. However, two more types of aquifers can be distinguished within the consolidated rock area. The first one is associated with karstified limestones and the second with strongly tectonized ultramafic rocks. The schist–chert formation, with intercalations of shales and cherts, seals the ultramafic masses underneath. Surface and spring waters associated with ultramafic rocks in north Evia and eastern central Greece were studied. Two types of water can be distinguished: (1) high Mg²⁺ and SiO₂ , bicarbonate as the dominant anion, pH 7·4–9·2, temperature 9·5–16·3 °C, low TDS (total dissolved solutes) (459–1037 mg/l), found both in peridotite and serpentinite areas, classified as Mg–HCO₃ type; (2) high Ca²⁺, low Mg²⁺ and SiO₂ , hydroxyl ion as the major anion, pH 11·2, temperature 28 °C, very low TDS (122 mg/l), found in peridotite areas, classified as Ca–OH type. The studied waters are highly supersaturated with respect to quartz, amorphous silica, brucite and most low temperature magnesium silicates (antigorite, sepiolite, talc, etc.). These waters show relatively narrow SiO₂ concentration ranges and a trend parallel to the amorphous silica saturation surface. The silica supersaturated waters have the potential to precipitate silica and consequently could affect the people of the local communities that use it as drinking water, causing health problems (kidney stones). Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

Generalized flux law,with an application     

V. P. Singh  M. Prasana 《水文研究》1999,13(1):73-87

A generalized flux law, which can specialize into power‐ and diffusive‐type flux laws, is proposed. When coupled with the continuity equation, a generalized flow equation is the result. The generalized equation specializes into several cases, one of which is the kinematic wave equation. By applying the generalized flow equation and its variants to flow routing in two rivers, the usefulness of the generalized flux law is evaluated. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

A semi‐distributed parallel‐type linear reservoir rainfall‐runoff model and its application in Taiwan     

Lung‐Sheng Hsieh  Ru‐Yih Wang 《水文研究》1999,13(8):1247-1268

The main purpose of this paper is to introduce a semi‐distributed parallel surface rainfall‐runoff conceptual model. In this paper, a general solution of the instantaneous unit hydrograph (IUH) has been derived successfully for N linearly connected reservoirs, each having a different storage constant. The solution is a function of geomorphologic parameters, meteorologic factors and roughness coefficients. The model also takes into account the hydrologic response which is influenced by outflow downstream of a reservoir. For calibration, the shuffled complex evolution (SCE) algorithm is used to search for the global optimal parameters of the model. Because of the parallel structure, the mean roughness parameter of the channel becomes a “conceptual” parameter without a real physical meaning. To evaluate the adaptability of the model adopted, three watersheds around the city of Taipei in Taiwan were chosen to test the effectiveness of the model. The study provides an appropriate rainfall‐runoff model for planning flood mitigation in Taiwan. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

Seismic inversion modeling method for faulted basins:a case study of Liaohe Beach in Bijialing region     

JING Siliang  LU Qi  WANG Dian 《世界地质(英文版)》2017,20(4)

There is not much correlation between sand content and P-wave impedance in faulted basins , and the prediction results cannot be guaranteed .Due to sedimentary facies control , there is inconsistency between sand content and low frequency trend of P-wave impedance , causing problems for seismic inversion modeling , which directly affects final seismic inversion results .The acoustic impedance increases with burial depth .When the same layers of sand and shale formation endure different compaction , the acoustic impedance values will be dif-ferent .Therefore , The seismic inversion modeling of faulted basin is different from that of conventional basins . The authors built an inversion model using uncompact sandstone percentage , directly compensating for the low frequency trend of the inversion model .In addition, the model's intermediate frequency is similar to P-wave im-pedance , ensuring that the inversion results are converged correctly .The final results of the inversion can be used directly as sandstone percentage .The aforementioned method was applied to Liaohe Beach in the Bijialing region and obtained optimistic lithology inversion effects:the results were correlated well with the depositional facies map and with lithology in the well borehole .The inversion results can be used to define the sand body horizontally and can separate sand bodies vertically , which is very difficult on conventional seismic section . Therefore the inversion results played an important role in reservoir prediction .  相似文献