AN ANALYSIS ON THE STRUCTURE TYPES AND BENEFITS OF SLOPELAND AGROFORESTRY SYSTEMS-Taking the Three Gorge Reservoir Area As An Example

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12 600 years of lake level changes, changing sills, ephemeral lakes and Niagara Gorge erosion in the Niagara Peninsula and Eastern Lake Erie basin

Over the last 12600 years, lake levels in the eastern Lake Erie basin have fluctuated dramatically, causing major changes in drainage patterns, flooding and draining ephemeral Lake Wainfleet several times and widening and narrowing the Niagara Gorge as the erosive effects of Niagara Falls waxed and waned. The control sill for Lake Erie levels was at first the Fort Erie/Buffalo sill, before the Lyell/Johnson sill in Niagara Falls took over due to isostatic rebound. This sill, in time, was eventually eroded by the recession of Niagara Falls and the Fort Erie/Buffalo sill regained control. The environmental picture is complicated by catastrophic outbursts from glacial Lake Agassiz and Lake Barlow-Ojibway, changes in outlet routes, isostatic rebound and climatic changes over the Great Lakes basins. Today, the flow of water into Lake Erie from the streams and rivers surrounding it only accounts for about 13% of the flow out of it, therefore, the importance of flow from the Upper Great Lakes, specifically the flow from Lake Huron, has a great effect on Lake Erie levels. While the changing control sills, Lyell/Johnson and Buffalo/Fort Erie would affect Lake Erie levels, overall they are mostly input driven by the amount of waters received from the Upper Great Lakes. Since Lake Erie's water level changes are so closely tied to Lake Huron's water level changes we have decided to use names assigned to Lake Huron such as the two Mattawa highstands and three Stanley lowstands rather than inflict a whole new set of names on the public. While the duration of each high and lowstand in Erie and Huron may not always be the same, they always happen within the same time frame. The datum elevations used for Lake Huron (175.8 m) and Lake Erie (173.3 m) are historically recorded averages. The Lake Erie levels proposed in this paper reflect Lake Hurons effects on Lake Erie and the levels occuring at the eastern end of the Erie Basin throughout the last 12600 years. All dates in this paper are uncorrected ¹⁴ C dates unless the date was obtained from shells, then the date has been corrected for hard-water effects. Also, all heights are given as modern day elevations and are not adjusted for isostatic rebound.     

氨基泡塑的合成及其应用于富集地质样品中的痕量金

采用泡塑(PUF)富集,AAS或ICP-OES测定地质样品中痕量金是常用的分析方法。与活性炭相比,PUF的选择性好,但吸附容量偏低,可将泡塑负载不同的萃取剂或修饰不同的官能团提高吸附容量。本文将聚醚型泡塑经盐酸水解制备成氨基泡塑(PUF-NH_2)。红外光谱和扫描电镜表征显示,PUF-NH_2峰形发生了明显红移(3376.5 cm-1),其中的氨基数量显著增加,另外PUF-NH_2的高分子出现明显断裂,发生水解后裸露出的氨基具有还原性,在吸附金的过程中易与金离子在PUF-NH_2表面发生氧化还原反应,形成金纳米颗粒。改性后的PUF-NH_2吸附容量达到96 mg/g,与PUF相比提高了8倍。将PUF-NH_2应用于富集地质样品中的金,经炭化灼烧、50%王水提取后用ICP-OES测定,金的加标回收率在95.0%~105.0%之间,检出限为0.15μg/g。实验证明用PUF-NH_2处理样品提高了富集倍数和分析灵敏度,有利于低品位矿石的分析。     

川北旺苍苍王峡龙潭子河壶穴形态及成因初探

河成壶穴是山区河床基岩上常见的微地貌类型,记录了区域地貌演化过程、水流与河床边界相互作用的关键信息。基于此,笔者等以川北旺苍苍王峡龙潭子河110处河成壶穴为研究对象,详细测量其形态特征并进行统计分析。结果表明：非串珠状壶穴大小、深度及形态在河床纵剖面上的分布没有明显的规律性,而串珠状壶穴具有一定的规律性;壶穴集中分布在下寒武统阎王碥组硅质砾岩中,其中发育的石英砂岩夹层对壶穴的形成和演化起到了关键性作用,双层天生桥壶穴则是典型的代表;区内发育NE、E—W向平面共轭X型构造节理和S—N向构造节理,三角形、菱形、不规则形壶穴多受两组或3组节理控制,其中S—N向构造节理还控制了壶穴的长轴走向和河谷走向;构造节理对壶穴口形态的演化影响显著,而对壶穴垂直剖面形态的影响不显著。本研究将丰富和完善河成壶穴地貌的数据资料,为米仓山地区河流地貌和构造演化提供科学依据。     

龙羊峡谷更新世以来气候演变特征及其对拉西瓦水电站坝区花岗岩风化作用的影响

龙羊峡谷为黄河上游水电富矿河谷段，拉西瓦水电站位于龙羊峡谷出口地段，研究龙羊峡谷更新世以来气候演变特征对于探讨拉西瓦水电站坝区自然环境发展演化与工程岩体地质过程浅表生改造均有重要意义。本文在简述了龙羊峡谷形成史之后，通过分析树木年轮法、植物孢粉法、同位素法等所获取的资料，总结了更新世以来龙羊峡地区气候演变特征。分析认为龙羊峡地区更新世以来气候以旱寒为主，这种气候特征对于拉西瓦水电站坝区花岗岩风化作用的影响主要存在于两个方面：温度变化及由此带来的冰劈作用。     

金沙江虎跳峡河段岸坡变形破坏的相关动力因子研究

河谷岸坡的变形与破坏是地球内外动力耦合作用的结果,并且每一种动力地质作用对于岸坡变形失稳的贡献程度不同,造成岸坡变形破坏频率和规模的空间差异。金沙江虎跳峡地区内、外动力地质作用十分显著,岸坡变形破坏体的空间分布具有鲜明的地段性。本文采用定性与定量相结合的效果测度分析方法,对虎跳峡河段岸坡变形破坏密度与相关动力因子进行关联度量化分析,从而确定了影响岸坡稳定的关键性动力因子,可为水电开发中的岸坡灾害成因类型划分、危险性评价、灾害治理和工程规划设计等提供科学依据。     

长江三峡坝区的雷暴规律

利用宜昌站１９６１～１９９４年的逐日气象资料,较为详细地分析了长江三峡坝区（宜昌地区）雷暴现象的演变规律,着重讨论了雷暴的年际变化、月际分布特征及日变化情况,为长江三峡大江截流及工程建设提供参考。     

长江三峡工程周边地区的采矿诱发地震

地震观测和实地调查表明,长江三峡工程周缘广泛存在采矿诱发地震。采矿诱发地震主要是由于矿山采空区的出现使浅部地壳差应力增大岩体失稳而产生的,它们不同于天然地震。水库蓄水前应对这些地震的背景进行详细研究。在进行区域地震震情分析和预报、区域应力场及活动断裂研究时应严格加以区别     

水库及周缘地区诱发地震危险性评定的一种模型及其应用

对已蓄水并建有地震观测台网、毗邻长江三峡水库的湖北清江隔河岩水库及其周缘地区各不同位置的诱震总体组合环境（条件）及相应的诱发地震活动结果进行统计、计算和分析,建立了一种诱发地震危险性评定模型,据此模型对长江三峡水库及其周缘地区的水库诱发地震危险性进行了预测和评价     

长江三峡工程区微震的观测与研究

通过长江三峡库首区沿江段、盐关和仙女山断裂带３个小孔径台网近３年的地震强化观测，发现该地区同时存在着天然地震和矿山地震。其中黄陵背斜轴部结晶花岗岩体内没有观测到极微震活动；西缘秭归香溪至龙马溪一带存在着百余次微震，最高震级为ＭＬ２．５级盐关地震，与这一带的矿山开采有关；东缘宜昌石门附近也分布有数次微震；在黄陵背斜外围区域分布着若干３～４级（ＭＬ）弱震。这些地震的发生基本上反映了该地区的弱活动构造格局