京沈高速公路迁-滦连线龙山滑坡成因机理分析及治理

对龙山滑坡层状滑体的破坏模式进行了分析，采用Sarma法和直线滑面型边坡分析法对各个滑块进行了稳定性分析计算，结果准确。根据不同的工程地质条件，采用不同的工程措施进行治理，效果良好。     

The stability of a remediated bed in Hamilton Harbour,Lake Ontario,Canada

ABSTRACT In situ measurements of lakebed sediment erodibility were made on three sites in Hamilton Harbour, Lake Ontario, using the benthic flume Sea Carousel. Three methods of estimating the surface erosion threshold (τ_c(0)) from a Carousel time series were evaluated: the first method fits measures of bed strength to eroded depth (the failure envelope) and evaluates threshold as the surface intercept; the second method regresses mean erosion rate (E_m) with bed shear stress and solves for the floc erosion rate (E_f) to derive the threshold for E_m = E_f = 1 × 10^?5 kg m^?2 s^?1; the third method extrapolates a regression of suspended sediment concentration (S) and fluid transmitted bed shear stress (τ₀) to ambient concentrations. The first field site was undisturbed (C) and acted as a control; the second (W) was disturbed through ploughing and water injection as part of lakebed treatment, whereas the third site (OIP) was disturbed and injected with an oxidant used for remediation of contaminated sediment. The main objectives of this study were: (1) to evaluate the three different methods of deriving erosion threshold; (2) to compare the physical behaviour of lacustrine sediments with their marine estuarine counterparts; and (3) to examine the effects of ploughing and chemical treatment of contaminated sediment on bed stability. Five deployments of Sea Carousel were carried out at the control site. Mean erosion thresholds for the three methods were: τ_c(0) = 0·5 (±0·06), 0·27 (±0·01) and 0·34 (±0·03) Pa respectively. Method 1 overpredicted bed strength as it was insensitive to effects in the surface 1–2 mm, and the fit of the failure envelope was also highly subjective. Method 2 exhibited a wide scatter in the data (low correlation coefficients), and definition of the baseline erosion rate (E_f) is largely arbitrary in the literature. Method 3 yielded stable (high correlation coefficients), reproducible and objective results and is thus recommended for evaluation of the erosion threshold. The results of this method correlated well with sediment bulk density and followed the same trend as marine counterparts from widely varying sites. Mass settling rates, expressed as a decay constant, k, of S(t), were strongly related to the maximum turbidity at the onset of settling (S_max) and were also in continuity with marine counterparts. Thus, it appears that differences in salinity had little effect on mass settling rates in the examples presented, and that biological activity dominated any effects normally attributable to changes in salinity. Bedload transport of eroded aggregates (2–4 mm in diameter) took place by rolling below a mean tangential flow velocity (U_y) of 0·32 ms^?1 and by saltation at higher velocities. Mass transport as bedload was a maximum at U_y = 0·4 ms^?1, although bedload never exceeded 1% of the suspended load. The proportion of material moving as bedload was greatest at the onset of erosion but decreased as flow competence increased. Given the low bulk density and strength of the lakebed sediment, the presence of a bedload component is notable. Bedload transport over eroding cohesive substrates should be greater in estuaries, where both sediment density and strength are usually higher. Significant differences between the ploughed and control sites were apparent in both the erosion rate and the friction coefficient (φ), and suggest that bed recovery after disruption is rapid (< 24 h). τ_c(0) increased linearly with time after ploughing and recovered to the control mean value within 3 days. The friction coefficient was reduced to zero by ploughing (diagnostic of fluidization), but increased linearly with time, regaining control values within 6 days. No long‐term reduction in bed strength due to remediation was apparent.     

天然气水合物体系动态演化研究(Ⅲ):水合物的产生、聚集和分解

从天然气水合物的产生、聚集和分解，分析天然气水合物的动态演化过程，沉积压实、地温梯度、构造运动以及深部流体对水合物产生的效率起决定作用，根据流体的运移和天然气水合物在水合物稳定带中的分布状况，天然气水合物的聚集可以分为构造聚集、地层聚集和混合聚集三种模式，当由于各种原因引起海底温压条件变化时，天然气水合物会发生分解，水合物也会在水体中上浮，在这个过程中，水合物的分解速率能高出其溶解速率二至三个数量级，海底泥火山、甲烷气柱、甲烷气裂缝、双似海底反射等大量的证据，都有助于揭示天然气水合物体系的动态演化的特征，弄清楚天然气水合物的动态演化过程对于我们未来对这种潜在能源的开发利用，并分析其在全球变化、碳循环以及海底滑坡中所起的作用有着相当重要的意义。     

Diurnal Variations of Atmospheric Hydrogen Peroxide Concentrations in Saxony (Germany)

During a 3-year study, gaseous hydrogenperoxide (H₂O₂) concentrations were measuredas part of the SANA project at the Melpitz FieldResearch Station and in the city of Leipzig. Typicaldaily mean H₂O₂ mixing ratios on sunny dayswere 0.15 to 0.25 ppbv with maximum values of 0.3 to0.5 ppbv at Melpitz, and 0.3 to 0.6 ppbv with maximumvalues of 0.4 to 1.0 ppbv in Leipzig. Over the entireperiod of the project the maximum hourly mean valueswere 2.1 ppbv and 5.3 ppbv in Melpitz and Leipzig,respectively. The data were not complete enough to show a trend.Linear regression analysis shows, that ozone(O₃), temperature and solar radiation arepositively correlated with H₂O₂, whereasnitrogen oxides (NO_x), carbon monoxide (CO) andrelative humidity are negatively correlated. Negativecorrelation between H₂O₂ and CO is caused byjoint occurrence of CO with NO_x in exhaust gases.Negative correlation between H₂O₂ andrelative humidity is not necessarily in contradictionto the accelerating effect of water vapour onH₂O₂ formation. The strong positivecorrelation of H₂O₂ with the dew pointdifference however seems to better reflect theinfluence of water vapour. Multiple linear regression analysis (MLRA) of thecomponents measured, indicates the great influence of CO on the formation of H₂O₂ in the gasphase.     

多宝山超大型铜矿床的成矿构造环境

多宝山超大型铜矿床是我国典型的斑岩型矿床，主要产出于多宝山组岛弧建造和花岗闪长岩、花岗闪长斑岩中，成矿年龄为292～283Ma。根据地球物理异常及大量的基性和超基性岩体，以及通过对比两侧的岩石圈结构、古生物、结晶基底、成矿特征和地球化学特征，认为黑河一嫩江是一条重要的构造边界带，它是兴安和松嫩地块在早石炭世拼合、碰撞、造山隆起形成的。多宝山超大型铜矿床就是形成于两板块碰撞后隆起抬升构造环境的斑岩型铜矿床。     

南极长城站地区粘土矿物的空间分布规律与成因探讨

对南极长城站地区粘土矿物的空间分布与某些元素的地球化学行为之间的相关关系给予了较为详细的研究，并从地球化学方面探讨了粘土矿物的成因。研究表明，Ｃａ和Ｍｇ元素是高岭石生成的主要控制因子，高岭石的空间分布是两者共同作用的结果。Ｓｉ、Ｃａ、Ｍｇ和Ｆｅ元素的地球化学行为与蒙脱石在空间上的含量变化有明显的相关关系。Ｓｉ元素对蒙脱石的生成起到了较大的作用。     

1995年康定城区洪灾成因分析

分析洪灾成因 :长时间连续降雨和随后而至的暴雨 ,是山洪成灾主要因素 ;特殊的水系结构使洪峰流量在城区河流汇合处叠加 ;山洪的动能大 ,挟带泥沙和冲蚀能力强 ;泥石流、滑坡、崩塌强烈活动 ,为山洪提供大量泥沙、推移质 ;人类经济活动不当 ,加大了灾害损失     

巴彦浩特盆地东部上石炭统羊虎沟组孢粉组合

钻井资料证实，内蒙巴彦浩特盆地东部保存有较完整的石炭系，其中上石炭统羊虎沟组厚达４５９．６ｍ。经７２块岩样分析鉴定，共发现６２属１１９种孢粉，含６个新种。可概括为上下两个孢粉组合，上组合称Ｄｅｎｓｏｓｐｏｒｉｔｅｓｂｅｌｕｌｕｓ－Ｃｒａｓｓｉｓｐｏｒａｌａｔｉｇｒａｎｉｆｅｒ－Ｌｙｃｏｓｐｏｒａｇｒａｎｕｌａｔａ（简称ＢＬＧ）组合，下组合称Ｃｒａｓｉｓｐｏｒａｌａｔｉｇｒａｎｉｆｅｒ－Ｃａｍｐｔｏｒｉｌｅｔｅｓｒｅｔｉｃｕｌｏｆｏｒｍｉｓ－Ｖｅｓｔｉｓｐｏｒａｃｏｓｔａｔａ（简称ＬＲＣ）组合。地质时限为晚石炭世中期羊虎沟组（维斯法期Ａ—Ｃ）。     

北京西山地面塌陷的形成因素浅析

地下采矿是地面塌陷失决条件，自然重力及其他外界触发因素是其发展动因，地面塌陷受覆岩时代及岩性，采空区尺寸大小，煤层倾角，煤层厚度及开采深度，重复采动，水文条件变化，地形地势和松散盖层的影响。     

河北平原京津以南深层地下水资源形成规律的研究

本文应用同位素技术，结合含水岩组水文地质结构特征的分析及地下水动力方法的年龄计算，揭示了河北平原京津以南地区深层地下水的形成规律，得出深 地下水资源补给能力及承受开采能力很低的结论，这为今后深 地下不资源的合理开发利用提供了重要依据。