萨拉乌苏河地区地层中的碎屑矿物及其所反映的中更新世末期以来之气候环境变化

文章根据对萨拉乌苏河地区第四纪地层中的碎屑矿物分析结果,将重矿物按其抗化学风化的能力不同分为不稳定、较稳定、稳定和极稳定四种类型,不同层位的重矿物类型的百分含量不同,从而可求出重矿物的风化系数HW。不同时期地层的HW不同,而HW的大小变化与化学风化的程度有很大关系,一般来说,化学风化作用强,HW相应变小。而化学风化作用的强弱又主要受气候的影响,从而可推测该时期气候环境的变化。     

Fault－weakening effect of reservoir temperature of hot spring and its influence on seismic activities

Ｆａｕｌｔ－ｗｅａｋｅｎｉｎｇ　ｅｆｆｅｃｔ　ｏｆ　ｒｅｓｅｒｖｏｉｒ　ｔｅｍｐｅｒａｔｕｒｅ　ｏｆ　ｈｏｔ　ｓｐｒｉｎｇ　ａｎｄ　ｉｔｓ　ｉｎｆｌｕｅｎｃｅ　ｏｎ　ｓｅｉｓｍｉｃ　ａｃｔｉｖｉｔｉｅｓ（林元武）Ｆａｕｌｔ－ｗｅａｋｅｎｉｎｇｅｆｆｅ...     

Possible impact of shallow interfluve traps on groundwater remediation

Shallow stratigraphic traps exist in certain geologic environments, which might complicate groundwater remediation efforts. Too often, pump-and-treat remediation wells are installed in geometric patterns designed to maximize cleanup operations. If, however, shallow stratigraphic traps are present, certain contaminants may be locally trapped and thus missed during cleanup operations. Alternatively, if shallow stratigraphic traps are delineated prior to location of cleanup wells, fewer wells may be needed for remediation. For example, a single well located at the trap apex, coupled with a single injection well, might be sufficient if: (1) all contaminants were contained in the trap, and (2) the trap was not laterally extensive. Interfluve stratigraphic traps are formed when braided outwash sands are subsequently covered by backswamp or lacustrine clay deposits. Such traps are common near-surface features of the valley train deposits of the Lower Mississippi River Valley and have relief of a few tens of centimeters to perhaps in excess of 10 m. Interfluve traps are also expected to commonly occur in many glaciated regions. Due to channel migration during backswamp clay deposition, and differing thicknesses of clay cover, it is unlikely that all interfluve traps can be delineated by a single method. Therefore, several geological techniques that might be useful in delineating shallow interfluve traps are briefly discussed here, as well as potential complications in using the described methods.     

黄河流域旱涝年地面热量收支变化特征

根据北京、郑州３年热量平衡观测资料，建立波文（Ｂｏｗｅｎ）比计算模式。并用此模式及辐射计算式等估计黄河流域８年５－８月地面月辐射收支、蒸发耗热、湍流热交换量和土壤热交换量，并比较分析旱涝年它们的差异以及随旱涝（用降水距平表示）的变化。      

新一代计算机控制的岩石材料试验机

本文结合厦门海沧经济开发区路网规划工作，着重探讨了区域公路网规划的分区、原则、交通量预测、路网布局、实施方案等问题。     

钱塘江流域的地球化学质量平衡研究

从地球化学角度出发，对钱塘江流域的物质平衡关系及起控制作用的化学风化反应进行了探讨和计算。结果表明，降雨提供了河水中大部分的Ｋ~＋、Ｎａ~＋和ＳＯ~２－＿４。另外，灰岩地区碳酸钙的溶解反应提供了河水中大部分的Ｃａ~２＋和ＨＣＯ~－＿３，硅酸盐岩地区钠长石和黑云母生成高岭石的风化反应提供了剩余的Ｋ~＋、Ｎａ~＋、Ｈ＿４ＳｉＯ＿４和大部分的Ｍｇ~２＋及少量的ＨＣＯ~－＿３。石膏和白云石的风化反应控制了ＳＯ~２－＿４和Ｍｇ~２＋的平衡，其中碳酸钙的溶解反应占主导地位。流域的化学侵蚀率和机械剥蚀率分别为０．０２２和０．０７１（ｋｇ·ｍ－２·ａ－１），碳酸盐岩区的物质流出量是硅酸盐岩区的２倍。     

西藏“一江两河”中部流域地区土地沙漠化防治目标,对策与治沙工程布局

西藏“一江两河”中部流域地区是我国沙漠化强烈发展的地区之一。根据“一江两河”综合开发部署和沙漠化的实际状况，制定了本区沙漠化防治的目标、对策和治沙工程布局。“八·五”、“九·五”期间治理沙漠化土地８．４６万ｈａ。治沙工程实施后，综合效益指数将比１９９０年提高３３．７％，系统功能状况与效益水平在整体上提高１／３。     

Flow and grainsize pattern in a sharply curved river bend

The main characteristics of river flow and grainsize in a bend of the sand bedded meandering river Dommel, The Netherlands, are presented. Measurements were carried out at a relatively low discharge in a sharply curved bend following a long straight reach. In the studied bend, secondary circulation is restricted to the thalweg area; only in the downstream part of the bend it exists over the entire cross-section. Therefore, on the entire pointbar platform, which comprises the larger part of the bend, the median sedimentation diameter of the bedload material is governed by the distribution of the longitudinal components of the bed shear stress only.     

Equilibrium bank geometry and the width of shallow sandbed streams

Cross-sections of 16 straight sandbed streams in Minnesota, Iowa, and Nebraska were surveyed. Two stratigraphic horizons were found in the banks at each site, an upper cohesive unit usually composed of silt and clay and a lower unit composed of sand. Bank erosion on these rivers occurs when the upper cohesive unit is undercut by scour at bends. The overhanging cohesive block fails by beam or cantilever failure. As upper bank failure is a direct result of undercutting, the stability and rate of retreat of the bank are largely determined by erosion of the sandy part of the bank. The cohesive layer has little influence on bank retreat and width adjustment on the rivers studied here. A quantitative lateral sediment transport model developed by Parker (1978a) is used to calculate the steady-state geometry of the sandy part of the bank. Results are obtained for the shape, length, and height of the sandy part of the bank. The model predicts the length of the bank fairly well, and the theoretical equation for the height of the bank is of the correct form. The model, however, overestimates the slope of the bank. The height of the sandy part of the bank (D_b) is approximately equal to the depth of the mean annual flow. Since D_b is determined by the lateral sediment transport model, the width (W) may be obtained from the equation of continuity (Q = WD_bV), published flow (Q) data, and a resistance equation for the mean velocity, V. The calculated widths are similar to those measured in the field.     

珠江三角洲电力系统震害预测

在对珠江三角洲电力系统进行抽样调查的基础上，给出了电力系统中网络节点和架空线路的平均破坏率矩阵，并结合地震危险性定数法分析结果预测珠江三角洲电力系统的震害情况。