斜长石中Al、Si有序的测量图解

三个干燥加热斜长石的分析晶格参数表明,它们具有像合成斜长石那样“高”的有序度。它们的晶体结构分析证明,在过渡成分的高温斜长石中,具有一种意想不到的 Al、Si 有序度(Kroll 1978)。特别是 An27.8(于1160℃加热22天),在 T_1O 四面体位置有 t_1o—0.4Al,其它三个位置各自具有 t_1o—0.3Al[即〈t_1m〉=1/3(t_1m t_2O t_2m)—0.3Al。An52(于1255℃加热29天),具有 t_1o—0.48.Al,〈t_1m〉—0.35Al。An68.7(于1365℃加热42天),具有 t_1o—0.52Al,〈t_1m〉—0.39Al。这些数据需要用测量斜长石中 Al,Si 分配的图解,根据人们熟知的△131=20(131)—20(1 )参数以及晶格角γ进行估算。用△131和γ作为钙长石分子百分比的函数作图,并绘制 t_1o—〈t_1m〉图。用γ绘制的图可得到比较精确的结果,如果斜长石中正长石含量尚不知道的话,应使用这种图,但是晶格参数必须慎重地精选.△131值的测定是要容易得多,利用它确定结构状态的精确度却稍许差一些,但是要求正长石的含量必须是已知的.此外,如果不同样品的 t_1o—〈t_1m〉值对比较是富有意义的,还要求必须修正钙长石含量对△131的影响.     

大陆内部的古缝合带

大陆内部的古缝合带是包括残余古海盆的变形地区.它们是在两个早先被海盆分开的大陆块或岛弧,在板块活动时期发生会聚碰撞时形成的。今天我们所得到的唯一记录,是这些地带的深海壳和古海底。它们代表了地球形成历史的94%。为了认识和解释这些古老地带,本文讨论了十条标准。为研究这些地带而制定的这个规划对美国具有很大的科学意义和较高的经济价值。比起其它大型国家科研项目来讲亦较为经济.     

地中海盐沉积的成因——兼论邻近地区晚第三纪盐沉积

地中海海底盐沉积,不可能是整个海盆多次干化的结果,特别是沉积当时,盆地底部的地形条件如果类似现代地中海,干化成盐更属子虚之词。相反,大西洋的盐-水补给,使其含盐量不断提高,最终导致盐矿物的沉淀——这种假说看来不仅合理,也为当时地质上的时空特点所印证。一次异常的突发的成盐高潮,绝不能形成地中海地区众多的盐矿床。它们的形成,也许要和当时的地质环境联系起来;晚第三纪时,地中海周围广大地区遍布着陆缘海和内盆地(众所周知,这儿是大小型盐类矿床的潜在产地)。盐矿沉积,是和这些盆地沉积环境的普遍特点相适应的。     

EUTROPHICATION AND RED TIDES AS CONSEQUENCES OF ECONOMIC DEVELOPMENT

1 mTRoorcnoxThe EnvirDment AgenCy of UK (l997) defins eUtIDPhication as "the enrichInnt of waters byinorgedc plant nUtrientS that result in the simulation of an mp Of syInPtOInati changes. These includethe inCrased PrOduCtiOn Of aigae or othe aquatic PlantS, affeChng the quallty of the water and distUIbingthe balance Of orpedsms Present within it. Such changes Inay be undesirable and intetw with wateuses." Sndth et al. (l999) indicated tha eopation of waters is mainly caused by h…     

苏皖地区大陆岩石圈地幔的长时性--地幔橄榄岩捕虏体的锇同位素模式年龄

中国(USTC)和法国(CRPG)两个实验室测定了苏皖地区地幔橄榄岩捕虏体全岩的锇同位素组成,结果187Os/188Os=0.119～0.129(USTC,n=25,n为样品数,下同)和0.117～0.131(CRPG,n=17).大部分样品的Os同位素组成(<0.1290)呈亏损特征,Os同位素组成与主量成分之间有线性相关性.用187Os/188Os-Al2O3代用等时线法获得的模式年龄为(2.5±0.1)Ga(USTC)和(1.9±0.1)Ga(CRPG),为晚太古代-早元古代.样品组中最低的187Os/188Os比值为0.119(USTC)和0.117(CRPG),相应的Re亏损模式年龄为1.1Ga(USTC)和1.4Ga(CRPG),为中元古代.锇同位素模式年龄表明苏皖地区新生代玄武岩中包含的地幔橄榄岩捕虏体具有古老的形成年龄(早元古-中元古代),它们是经过显生宙岩石圈地幔减薄作用后的残余地幔的碎片,而不是显生宙"置换作用"中产生的新生地幔.     

藏高原雪冰电导率与降水碱度以及大气粉尘载荷变化的关系

对青藏高原小冬克玛底冰川和古里雅冰帽上的数个雪坑和浅冰芯的观测,得出其碱度(OH-)剖面、雪坑和冰芯的液态电导率(EC)变化与OH-之间呈良好线性相关(r≥0.8).分析表明,无论在季节、年际或百年际时间尺度上,EC与OH-间的相关性以及EC与可溶离子总量(TDS)间的相关程度是大致相当的.EC的波动主要取决于粉尘来源的碱性盐类(尤其Ca2+)的变化.因此,EC参量运用到深冰芯研究中,可反映历史时期大气粉尘载荷的变化,对反演沙漠演化、大气环流有重要意义.古里雅冰芯记录表明,大气粉尘的中、长期变化可能取决于气候参量的组合特征"冷-干"气候阶段粉尘量上升,EC和OH-值高;"暖-湿"阶段粉尘量下降,EC和OH-值低.20世纪初以来,随着藏北高原气候呈现暖湿化趋势,大气粉尘载荷明显下降.因此,EC可作为显示大气尘埃载荷变化的宏观标尺,是气候波动的"指示器".     

ENCORE: the effect of nutrient enrichment on coral reefs. Synthesis of results and conclusions

Coral reef degradation resulting from nutrient enrichment of coastal waters is of increasing global concern. Although effects of nutrients on coral reef organisms have been demonstrated in the laboratory, there is little direct evidence of nutrient effects on coral reef biota in situ. The ENCORE experiment investigated responses of coral reef organisms and processes to controlled additions of dissolved inorganic nitrogen (N) and/or phosphorus (P) on an offshore reef (One Tree Island) at the southern end of the Great Barrier Reef, Australia. A multi-disciplinary team assessed a variety of factors focusing on nutrient dynamics and biotic responses. A controlled and replicated experiment was conducted over two years using twelve small patch reefs ponded at low tide by a coral rim. Treatments included three control reefs (no nutrient addition) and three + N reefs (NH4Cl added), three + P reefs (KH2PO4 added), and three + N + P reefs. Nutrients were added as pulses at each low tide (ca twice per day) by remotely operated units. There were two phases of nutrient additions. During the initial, low-loading phase of the experiment nutrient pulses (mean dose = 11.5 microM NH4+; 2.3 microM PO4(-3)) rapidly declined, reaching near-background levels (mean = 0.9 microM NH4+; 0.5 microM PO4(-3)) within 2-3 h. A variety of biotic processes, assessed over a year during this initial nutrient loading phase, were not significantly affected, with the exception of coral reproduction, which was affected in all nutrient treatments. In Acropora longicyathus and A. aspera, fewer successfully developed embryos were formed, and in A. longicyathus fertilization rates and lipid levels decreased. In the second, high-loading, phase of ENCORE an increased nutrient dosage (mean dose = 36.2 microM NH4+; 5.1 microM PO4(-3)) declining to means of 11.3 microM NH4+ and 2.4 microM PO4(-3) at the end of low tide) was used for a further year, and a variety of significant biotic responses occurred. Encrusting algae incorporated virtually none of the added nutrients. Organisms containing endosymbiotic zooxanthellae (corals and giant clams) assimilated dissolved nutrients rapidly and were responsive to added nutrients. Coral mortality, not detected during the initial low-loading phase, became evident with increased nutrient dosage, particularly in Pocillopora damicornis. Nitrogen additions stunted coral growth, and phosphorus additions had a variable effect. Coral calcification rate and linear extension increased in the presence of added phosphorus but skeletal density was reduced, making corals more susceptible to breakage. Settlement of all coral larvae was reduced in nitrogen treatments, yet settlement of larvae from brooded species was enhanced in phosphorus treatments. Recruitment of stomatopods, benthic crustaceans living in coral rubble, was reduced in nitrogen and nitrogen plus phosphorus treatments. Grazing rates and reproductive effort of various fish species were not affected by the nutrient treatments. Microbial nitrogen transformations in sediments were responsive to nutrient loading with nitrogen fixation significantly increased in phosphorus treatments and denitrification increased in all treatments to which nitrogen had been added. Rates of bioerosion and grazing showed no significant effects of added nutrients. ENCORE has shown that reef organisms and processes investigated in situ were impacted by elevated nutrients. Impacts were dependent on dose level, whether nitrogen and/or phosphorus were elevated and were often species-specific. The impacts were generally sub-lethal and subtle and the treated reefs at the end of the experiment were visually similar to control reefs. Rapid nutrient uptake indicates that nutrient concentrations alone are not adequate to assess nutrient condition of reefs. Sensitive and quantifiable biological indicators need to be developed for coral reef ecosystems. The potential bioindicators identified in ENCORE should be tested in future research on coral reef/nutrient interactions. Synergistic and cumulative effects of elevated nutrients and other environmental parameters, comparative studies of intact vs. disturbed reefs, offshore vs. inshore reefs, or the ability of a nutrient-stressed reef to respond to natural disturbances require elucidation. An expanded understanding of coral reef responses to anthropogenic impacts is necessary, particularly regarding the subtle, sub-lethal effects detected in the ENCORE studies.     

Clostridium perfringens as a potential indicator for the presence of sewage solids in marine sediments

Marine sediment cores collected from several depths of water and distances from a California sewage outfall were tested to see if sediments influenced by sewage solids were a reservoir of enteric pathogens, and if concentrations of indicator bacteria were related to the presence of sewage solids. Vertical distributions of microorganisms in marine sediments were determined; there was a decrease of indicator bacteria with increasing sediment depth. Aeromonas was randomly isolated, but none of the enteric bacterial pathogens or viruses were detected. While classic indicator bacteria were of little value in predicting the presence of pathogens, or relative amounts of sewage solids, Clostridium perfringens may be a suitable indicator. Clostridium perfringens concentrations were not related to the presence of pathogens in sediments.     

Holistic environmental assessment and offshore oil field exploration and production

According to UK Government surveys, concern for the environment is growing. Environmental regulation of the industry is becoming wider in its scope and tougher in its implementation. Various techniques are available to assess how the industry can drive down its environmental impact and comply with environmental regulation. Environmental Assessments (EA) required by European law do not cover the whole life cycle of the project that they are analysing. Life Cycle Analysis (LCA) was developed to assess the environmental loadings of a product, process or activity over its entire life cycle. It was the first technique used in environmental analysis that adopted what was described as a holistic approach. It fails this approach by not assessing accidental emissions or environmental impacts other than those that are direct. Cost Benefit Analysis (CBA) offers the opportunity to value environmental effects and appraise a project on the basis of costs and benefits. Not all environmental effects can be valued and of those that can there is considerable uncertainty in their valuation and occurrence. CBA cannot satisfactorily measure the total environmental risk of a project. Consequently there is a need for a technique that overcomes the failures of project-level EA, LCA and CBA, and assesses total environmental risk. Many organizations such as, the British Medical Association, the European Oilfield Speciality Chemicals Association, the Royal Ministry of Petroleum and Energy (Norway) and Shell Expro now recognize that a holistic approach is an integral part of assessing total risk. The Brent SPAR case study highlights the interdisciplinary nature required of any environmental analysis. Holistic Environmental Assessment is recommended as such an environmental analysis.     

Quantitative measurement of channel-block hydraulic interactions by experimental saturation of a large, natural, fissured rock mass

The hydrodynamic behavior of fissured media relies on the relationships between a few very conductive fractures (channels) and the remaining low-conductivity fractures and matrix (blocks). We made a quantitative measurement of those relationships and their effect on water drainage and storage in a 19,000 m3 natural reservoir consisting of karstified limestones. This reservoir was artificially saturated with water by closing a water gate on the main outlet during a varying time (delta t) fixed by the operator. The water gate was completely or partly closed until the water pressure reached a particular specified value. If the water gate was left completely closed long enough, the water pressure was fixed by the elevation of temporary outlets at the site boundaries. The water elevation within the reservoir was monitored by means of pressure cells located on single fractures representative of the bedding plane and the two families of fractures of the massif network. The comparison of pressure variations with the network geometry allows us to identify a typical double permeability characterized by a few very conductive channels along 10 vertical faults. These channels limit blocks consisting of low-conductivity bedding planes and a rather impervious matrix. Depending on the closure interval, delta t, of the water gate, the total volume of water stored in the reservoir can vary from 0.8 m3 (delta t = 5 minutes) to 18.6 m3 (delta t = 2 days). Such a variance of storage versus closure time is explained by the reservoir's double permeability that is characterized by blocks that saturate much more slowly than channels. If plotted versus time, this injected volume fits a power relationship, according to the saturation state of the blocks. In less than 34 minutes, storage is close to zero in the blocks and to 1.6 to 2 m3 in the channels. For closing times shorter than 1 hour, only 1% of the volume that flows in the channels is stored into the blocks. Depending on the water pressure and for a given delta t = 3000 minutes, the volume of water stored is controlled by the geometry of the joint network and of the aquifer boundaries. Such an experiment shows that the flow is concentrated in about 10% of the fractured network (channels). The water storage that takes place in the 90% remaining fractures (blocks) depends mainly on time during which pressure remains high into the 10% channels. The accurate modeling of such typical double-permeability media needs a careful study of the geometry of the channels whose narrowings modify the flow and induce dam effects that maintain a high pressure gradient with surrounding blocks.