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1998年 1 2月 1 1日至 1 999年 1月 1 3日在中山站近岸海域进行了一次较为全面的生态环境监测 ,监测内容包括∶ p H、T、盐度 (电导率 )、浊度、DO、COD、营养盐 (NO3 - N、NO2 - N、NH4 -N和 PO4 - P)和叶绿素 ,部分监测站位海水样品分层采集 ;其间还进行两次中山站区排污口生活污水连续 2 4小时监测。结果表明 ,冰缝间以及海冰底层下 1 m内的海水为各种环境理化因子的急剧变化层 ,大于冰底 1 m深的海水中的各要素变化梯度趋于平稳 ,营养盐垂直分布具有一定规律。p H和 DO为一类海水水质 ,无机氮属一、二类水质 ,无机磷属超三类水质 ,表层海水中叶绿素 a的平均值为 0 .6 71 mg/m3。中山站排放的生活污水中 COD、p H和悬浮物均符合我国的废污水排放标准 ,仅无机磷超一级排放标准。文中还探讨了在中山站近岸海域开展生态环境监测的监测方法 相似文献
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动静力排水固结法在淤泥质地基处理工程中的应用 总被引:3,自引:0,他引:3
以广州南沙泰山石化仓储区1期淤泥质地基处理工程为背景,介绍了采用动静力排水固结法处理促淤饱和软黏土地基的基本思想和工艺。该工程施工与现场实时监测相结合,利用孔隙水压力、土体分层沉降和载荷试验等检测指标对加固效果进行了监测和检测。工程实践表明,采取动力即低能量“少击多遍”的强夯施工工艺,辅以填土预压和设置竖向塑料排水板的静力方法来加固淤泥质地基,其效果明显,促淤地基的物理力学性能和抗变形性能显著提高,整体加固效果很好,工后各项指标完全达到或超过预期值。 相似文献
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Anne Lausten Hansen Anne Storgaard Xin He Anker Lajer Hjberg Jens Christian Refsgaard Bo Vangs Iversen Charlotte Kjaergaard 《水文研究》2019,33(3):450-462
There has, in recent years, been an increasing interest in developing nutrient load mitigation measures focussing on tile drains. To plan the location of such tile drain measures, it is important to know where in the landscape drain flow is generated and to understand the key factors governing drain flow dynamics. In the present study, we test two approaches to assess spatial patterns in drain flow generation and thereby assess the importance of including geological information. The approaches are the widely used topographical wetness index (TWI), based solely on elevation data, and hydrological models that include the subsurface geology. We set‐up an ensemble of 20 hydrological models based on 20 stochastically generated geological models to predict drain flow dynamics in the clay till Norsminde catchment in Denmark and test the results against TWI. We find that the hydrological models predict observed daily drain flow reasonably well. High drain flow volumes were found in stream valleys and in wetlands and lower drain flow volumes in the more hilly parts of the catchment. In spite of the apparent connection to the landscape, there was no statistically significant correlation between TWI and drain flow at grid scale (100 × 100 m). TWI was therefore not found to be a sufficient index on its own to assess where drain flow is generated, especially in the highlands of the catchment. The geology below 3 m was found to have a large impact on the drain flow, and correlations between sand percentage in the subsurface geology and drain flow volume were found to be statistically significant. Geological uncertainty therefore give rise to uncertainty on simulated drain flow, and this uncertainty was found to be high at the model grid scale but decreasing with increasing scale. 相似文献
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Traditional consolidation theories cannot provide good predictions of consolidation settlement in land reclamation because of their assumptions that the influence of soil's self-weight is often neglected, and the drainage boundary is considered as fully pervious/impervious. In view of these limitations, an analytical solution is derived for one-dimensional self-weight consolidation problems with a continuous drainage boundary using the finite Fourier sine transform method. Following the classical Terzaghi's small strain theory, the soil's self-weight is considered to produce consolidation settlement in dredged materials with a constant coefficient of consolidation. The continuous drainage boundary can essentially describe the time-dependent variation of drainage capacity at the interface between two adjacent soil layers. By reducing the interface parameters, the effectiveness of the calculation is demonstrated against the Terzaghi's solution. The influence of interface parameters and soil's self-weight stress coefficient on self-weight consolidation is discussed. As expected, the rate of consolidation considering the self-weight stress is faster, although the dependency of consolidation rate on the material property of void ratio is neglected. Moreover, the plane of maximum excess pore-water pressure is estimated as a function of time factor, based on which a design chart is developed to optimize the layout of horizontal drains in land reclamation. 相似文献
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脑胶质瘤的CT诊断 总被引:1,自引:0,他引:1
吴华 《CT理论与应用研究》2001,10(3):10-13
目的:进一步研究常见胶质瘤的CT表现特征,提高诊断水平。方法:回顾性分析和总结34例胶质瘤的CT表现特征,结果:34例胶质瘤中,星形细胞瘤24例,少枝胶质细胞瘤5例,室管膜瘤2例,髓母细胞瘤3例,成人多于儿童,幕上多于幕下,不同类型的胶质瘤有特殊的发病部位及典型的CT特征。结论:全面的CT影像学认识与病人年龄,病变部位相结合,能提高脑胶质瘤的诊断准确率。 相似文献
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竖井排水固结法中井阻随时空演变(即由淤堵和弯折所引起的竖井排水能力下降)的现象已引起广泛关注,且变井阻对竖井地基固结速率的影响不容忽略。但目前能同时考虑变荷载及井阻随时间和空间变化的固结解析解还鲜有报道。考虑井阻随时空演变过程,引入实际中广泛采用的单级或多级加载模式,建立了竖井地基固结模型,并应用分离变量法获得固结模型的解析解答。通过与已有的解析解、有限差分解及工程实测值进行对比分析,充分验证了该模型的正确性。通过大量的计算,分析变井阻参数对竖井地基固结性状的影响。结果表明:竖井地基固结速率随竖井最终排水能力的增大而加快,随深度井阻参数及时间井阻参数的增大而减缓,且时间井阻参数的影响更为显著。 相似文献