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1.
甘肃敦煌-北山地区广泛出露早前寒武纪岩石。这些岩石在早期的《甘肃省区域地质志》中被确定为前长城系、长城系、奥陶-志留系及部分石炭系。本文认为这些岩石应属太古宙和古元古代。据此,重新厘定了该区早前寒式纪岩石-构造框架。自南向北划分为敦煌太古宙杂岩区、北山南带古元古代剪切构造区和北山北带古元古代-太古宙杂岩区,并根据变形特点和岩石组合,进一步划分出次级带。  相似文献   
2.
苏德辰  李庆谋 《现代地质》1995,9(3):279-283
Fischer图解(又称为容纳空间图解)为人们研究沉积旋回在空间上的叠置规律、相对海平面变化、层序级次的划分以及地层层序对比等提供了一种客观实用的方法。本文较详细地讨论了该图解的绘制方法及应注意的问题。运用该图解,将北京西山下苇甸剖面张夏组划分为1个大的三级旋回层序和4个四级旋回层序,根据图解反映的相对海平面变化讨论了旋回层序与构造运动间的关系,提出华北板块晚寒武世之前的"翘翘板运动"应始于中寒武世张夏期之早期到中期。  相似文献   
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Phthalates are considered priority pollutants because of their potential adverse effects on ecosystems and human health. The objectives of this study were to determine the occurrence of five phthalates (DMP, DEP, DBP, BBP, and DEHP) in sewage sludge and to determine the seasonal variability of these contaminants at three (Bahçe?ehir, Pa?aköy, and Tuzla) full‐scale municipal and domestic wastewater treatment plants (WWTP) in Istanbul, Turkey. Mass balance was also calculated for DEHP at Tuzla WWTP sludge treatment units. DMP, DEP, DBP, BBP, and DEHP concentrations in sewage sludge ranged from 1.4 to 2.7 mg/kg dry weight (dw), 1.1 to 2.8, 0.6 to 4.6, 2.8 to 6.2, 18 to 490 mg/kg dw, respectively. Phthalate concentrations from the Bahçe?ehir and Pa?aköy WWTPs met the limit (100 mg/kg dw) of Turkey national sludge regulation and the Europe Union draft of sludge directive for land application, whereas phthalate concentrations from Tuzla WWTP exceeded the maximum permissible concentration. Phthalate concentrations did not show seasonal variations for Bahçe?ehir and Pa?aköy WWTPs, which receive mainly household wastewater while some fluctuations were observed DEP, DBP, and DEHP at Tuzla WWTP which has a lot of industrial wastewater contribution. The mass balance showed that approximately 17% of DEHP in the primary and secondary sludge was removed by anaerobic digestion, while 43% returned back to the beginning of the WWTP and 40% remained in the dewatered sludge. This study suggests that phthalates in sludge from WWTPs with industrial wastewater contribution may limit the use of sludge for land application.  相似文献   
5.
地震前兆综合加权信息量是在地震综合信息量的基础上,改进了地震前兆异常出现概率的计算方法后,得出的一种综合预报新方法。其特点是:1.所有的异常都取自每年年底的山东省地震会商报告,而不是取自地震后的震例总结或论文;2.利用“地震预报专家系统”的思想对每一异常事件进行综合评估。考虑到异常的可靠性、有效性、显著性及相互关联性给予不同的权重,以每一异常的最可能发震时来估算异常出现的概率,计算了山东地区1990年以来地震前兆综合加权信息量,分析了1995年9月20日苍山Ms5.2级地震前这种信息量变化的特点。  相似文献   
6.
In this paper the aim is to investigate whether there are differences between the dispersion and non-dispersion solutions on tsunami propagation. For this purpose, two numerical models of tsunami propagation are compared. One of these numerical models is a nondispersive model that uses Saint Venant equations and the other is a dispersive model that uses Boussinesq equations. The tsunamis resulting from a submarine mass failure (SMF) which is settled at the bottom of the north eastern Sea of Marmara are examined. An analytical solution considering wave dispersion is developed for obtaining near-field tsunami amplitudes above the submarine mass failure. Numerical modeling is used at the sea surface from the common boundary called as liquid boundary with incident waves up to the coastal regions to get the tsunami amplitudes. The output of the analytical model is taken as the disturbances for the numerical method. In the numerical solutions TELEMAC-2D software system is used for both dispersive and nondispersive modeling. The results of the dispersive and nondispersive models are compared to each other. Both temporal and spatial differences in the amplitudes and wave shapes are examined. The obtained results demonstrate that there are no noticeable differences between the dispersion and non-dispersion solutions except some special cases and some special landslide velocities.  相似文献   
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Composite landfill liner design with Ankara clay, Turkey   总被引:1,自引:0,他引:1  
This study presents an overview of the geotechnical properties of the clayey soils, referred to as Ankara clay, at two sites of the Ankara region in an attempt to design a landfill profile composed of a high density polyethylene (HDPE) geomembrane/clay composite liner through the Hydrologic Evaluation of Landfill Performance (HELP) model and the Water Balance Method. The geotechnical properties of the landfill layers along with the water balance factors (i.e., evapotranspiration, precipitation, temperature, etc.) were assessed to determine the height of the water-saturated zone in the refuse above the composite liner for landfill design. The cumulative expected leakage rates through the composite liner constructed with compacted Ankara clay were related quantitatively to the cumulative average leachate head. The results of this investigation show that the leakage rates through the composite liner are within tolerable limits.  相似文献   
9.
通过在黑龙江省两个勘探区9个钻孔的试生产,对TH—100A型车载式钻机的基本功能、平台布置、钻进方法作了扼要评述,并提出了改进建议。  相似文献   
10.
碳酸盐向上变浅层序形成的主因乃因在被动大陆边缘至克拉通盆地中,构造沉降速率一般要小于碳酸盐生产速率,而碳酸盐生产速率又要小于海平面变化相对上升速率。由此就形成了台地淹没事件形成的“淹没不整合”界面之上发育的碳酸盐向上变浅层序。这种低频率海平面变化快速上升超过碳酸盐生产速率形成的向上变浅层序,可由许多种类型的米级旋回层序有规律的垂直叠加所构成。在低频率海平面变化的上升阶段则以淹没节拍为主的米级旋回层序为特征,而在停滞至下降阶段则以暴露节拍的米级旋回层序为特征。而且组成向上变浅层序的下部单元──淹没事件形成的凝缩面具有从靠近盆地区到靠近台地区变薄的趋势。贵阳地区三叠系大冶组灰岩由两个向上变浅层序组成,每一层序包括若干个不同类型的米级旋四层序。  相似文献   
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