太湖地区河网水体石油类浓度预测

利用完全混合系统水文动力学模型,对太湖地区河道改造后,由于船型及船流量发生变化而导致的水体石油类浓度的变化进行了预测。通过类比分析得出：预测结果基本符合实际。     

Magnetic minerals in Mid-Pleistocene sediments on the Caiwei Guyot,Northwest Pacific and their response to the Mid-Brunhes climate event

Seamounts are ubiquitous topographic units in global oceans, and their influences on local oceanic circulation have attracted great attention in physical oceanography; however, previous efforts were less made in paleoclimatology and paleoceanography. The Caiwei Guyot in the Magellan Seamounts of the western Pacific is a typical seamount, and in this study, we investigate a well-dated sediment core by magnetic properties to reveal the relationship between deep-sea sedimentary processes and global climate changes. The principal results are as follows: (1) the dominant magnetic minerals in the sediments are low-coercivity magnetite in pseudo-single domain range, probably including a biogenic contribution; (2) the variabilities of magnetic parameters can be clustered into two sections at ～500 ka, and the differences between the two units are evident in amplitudes and means; (3) changes in the grainsize-dependent magnetic parameters can be well correlated to records of global ice volume and atmospheric CO2 in the middle Pleistocene. Based on these results, a close linkage was proposed between deep-sea sedimentary processes in the Caiwei Guyot and global climate changes. This linkage likely involves different roles of biogenic magnetite in the sediments between interglacial and glacial intervals, responding to changes in marine productivity and deep-sea circulation and displaying a major change in the Mid-Brunhes climate event. Therefore, we proposed that the sedimentary archives at the bottom of the Caiwei Guyot record some key signals of global climate changes, providing a unique window to observe interactions between various environmental systems on glacial-interglacial timescales.     

Field observations on hyperconcentrated flows in mountain torrents

Field observations on hydraulics and sediment dynamics during extreme floods in two mountain torrents show the influence of man-made constructions such as bridges and check dams, in addition to the sediment supplied naturally by the basin and the channel network, on the formation of hyperconcentrated flows. In the Pyrenean Arás basin, hyperconcentrated flow occurred after collapse of a bridge, which in turn mobilized large volumes of sediment from the stream channel and, subsequently, destroyed a series of check dams. Boulders up to several metres in size were transported in a mixture of sand and fine material. A minimum of 100000 tonnes of sediment were deposited on the alluvial fan during the event. Prior to bridge destruction, mean bedload transport rates had reached 0.4t m⁻¹ s⁻¹ upstream. In the alpine Lainbach basin, the flood was characterized by transportation of large amounts of slope material, including debris flows. Along its main tributary an intensive hyperconcentrated flow occurred during the rising stage, whereas in the main valley smaller flows occurred after failure of check dams. The depth of coarse material deposited reached 80 cm. The effectiveness of the Aràs and Lainbach floods was attained due to exceptional rates of energy expediture. Flood power ranged from 20000 W m⁻² to 40000 W m⁻² on average. Copyright © 1999 John Wiley & Sons, Ltd.     

无定河流域不同水土流失区底栖动物生物完整性指数构建与健康评价

无定河流域位于黄土高原与毛乌素沙地过渡带,水土流失严重,生态环境具有脆弱性和波动性。于2021年春季(4月)和秋季(10月)对无定河流域上、中、下游及其6条支流和流域内的3个淤地坝开展水生态系统调查,旨在厘清无定河流域底栖动物群落特征,构建底栖动物生物完整性指数并开展健康评价。无定河流域春季共采集到底栖动物105种,平均密度为181 ind./m²,平均生物量为0.760 g/m²,秋季共采集到底栖动物67种,平均密度为94 ind./m²,平均生物量为0.454 g/m²。通过对两季度研究区域内底栖动物27个生物参数开展分布范围检验、判别能力分析和相关性分析,构建无定河流域底栖动物生物完整性指数,对全流域40个样点(6个参照点和34个受损点)进行B-IBI健康评价。评价结果表明,总体上无定河流域底栖动物生物完整性较好,40个样点中春季有19个处于健康或亚健康状态,秋季有23个处于健康或亚健康状态,其中无定河上、中游干支流大都以健康和亚健康为主,无定河下游干支流以及3个淤地坝水体健康状况较差。在不同水土流失类型区域,底栖动物群落特征和生物完整性评价具有显著性差异。本研究结果可为无定河流域河流健康评估提供科学依据。     

Modelling regional effects of artificial groundwater recharge in a multilayer aquifer characterized by perched water tables

This paper presents an approach to estimate the effects of a managed recharge experiment in a multilayer aquifer characterized by the presence of perched water tables in the Medina del Campo groundwater body, Douro basin, central Spain. A numerical model was developed to evaluate the effect of artificial recharge on the shallow sector of a regional-scale aquifer and on formerly active wetlands. The model was developed in the Visual MODFLOW Pro v.2011.1 environment in order to represent and analyse the regional impact of this artificial recharge event. Results suggest that the assumption of a single perched system may prove useful in regional contexts where data is limited. From a study site perspective, managed recharge is observed to increase shallow storage along the riverbanks, which is considered valuable for environmental purposes. However, downstream wetlands are unlikely to experience a significant recovery. Furthermore, only a small percentage of artificial recharge is expected to reach the deep regional aquifer. This method can be exported to settings characterized by the presence of perched aquifers and associated groundwater dependent ecosystems.     

基于MCI指数的福建省干旱气候特征

采用目前国家干旱监测业务实行的MCI指数,利用Morlet小波、经验正交函数（EOF）等方法,分析了福建省1961—2019年全省66个气象站MCI指数表征的干湿状况和干旱变化特征。结果表明：福建省存在明显的干湿气候特征,具有显著的6—8 a和22 a的周期振荡,内陆山区干湿变化周期比沿海长,在季节尺度上各季均存在多时间尺度和地域差异化的特点;其空间变化具有3种典型模态,反映了季风降水多寡和地形差异。MCI表征的干旱过程时空分布与历史干旱事件相吻合,秋季和冬季是福建省干旱发生频率最高的季节,春季和夏季是干旱强度最强的季节;闽江口以南沿海地区干旱发生率明显高于内陆地区,全省出现同步干旱的机率较小（12%）。     

考虑厚跨比的基桩下伏溶洞顶板冲切特性试验研究

根据相似理论,设计并完成了4组厚跨比条件下基桩下伏溶洞顶板冲切特性大比例室内模型试验,得到了基桩和顶板的荷载-位移曲线、顶板底面的应变-位移曲线,并分析了桩-溶洞体系冲切特性承载机制。结果表明,基桩荷载-位移曲线在加载过程中出现了两个较为明显的弹塑性区;顶板表面荷载-位移曲线中,厚跨比 和 时的位移在加载过程中出现回弹。与此同时,试验板底面应变变化与底面裂缝的发展趋势相吻合。试验板的冲切破坏是剪切效应和弯曲效应综合作用的结果,随着厚跨比的增大,桩-溶洞体系的极限承载力有所增大,位移量有所减小,剪切效应趋于明显,弯曲效应逐渐消失。冲切锥台的形状随着厚跨比变化显著,厚跨比 时,冲切锥台较为厚实,且沿边界破坏;厚跨比 时,冲切锥台则不受限制。最后,通过分析4组厚跨比条件下试验板冲切锥台,拟合了冲切锥台破坏母线与厚跨比 和基桩直径 的关系曲线,为岩溶区基桩溶洞顶板的理论研究和工程实践提供了依据。     

侧扫声纳在琼州海峡跨海通道地壳稳定性调查中的应用

为开展琼州海峡跨海通道地壳稳定性评价,利用Sonar Beam S-150D侧扫声纳系统在琼州海峡海底开展了地形地貌调查,获得了琼州海峡跨海通道工程区的侧扫声纳影像。通过数据分析、图像判读,分析了地质灾害类型及其可能的危害。在琼州海峡海底发现软土、活动沙波、岸坡及活动构造等微地貌单元,跨海通道工程施工、运行阶段都将遭受相关地质灾害的危害。这些资料和分析为跨海通道工程地壳稳定性评价提供了基础资料,为工程规划线路优选、建设实施提供了技术支撑。研究表明侧扫声纳技术可应用于海底地壳稳定性调查与评价工作中。      

基于有限杆单元法的陡坡基桩非线性分析

根据陡坡段桥梁基桩承载特性,提出了一种可考虑桩土非线性作用的基桩内力与位移分析有限杆单元方法。首先,基于单元划分结果,结合桩侧摩阻力和坡体侧向推力的分布规律,得到了相应的等效结点荷载向量表示方法;其次,在线弹性地基反力法的基础上,引入p-y曲线开展了桩周土抗力非线性分析,并结合桩身P-?效应（P为桩顶轴向荷载,?为桩顶水平位移）计算方法给出了单元刚度矩阵修正方法,进而提出了适用于基桩内力位移非线性分析的有限杆单元法并编制了MATLAB计算程序;最后,结合某工程实例,将计算结果与工程实测值及已有理论值进行对比。结果表明：考虑桩土非线性作用的计算方法是合理的;当桩身具有自由段时,P-?效应对基桩内力位移的影响较大,在实际工程设计中不可忽视。     

新型城市污泥固化土工程特性及微观机理

通过污泥固化技术可以将城市污泥转化为一种新型城市污泥固化土。为了研究污泥固化土工程特性,对新型城市污泥固化土进行无侧限强度试验、收缩特性试验、浸出毒性试验以及X射线衍射试验与微观结构测试。试验结果表明,城市污泥固化土无侧限抗压强度随期龄增加而增长,28 d后基本稳定;新型城市污泥固化土的线缩率随龄期的增大而增大,且28 d后趋于稳定值;与消化后城市污泥相比,城市污泥固化土中的浸出毒性明显减少,重金属浸出量均符合国家规范要求。消化城市污泥衍射峰中氢氧化钙峰值很高,但随着养护期龄的增长,城市污泥固化土中氢氧化钙的衍射峰值减小,碳酸钙的衍射峰值增大,说明固化土各成分反应越充分,强度越高。微结构测试研究表明,污泥固化土SEM图像中有大量的纤维状物质联结着土颗粒和颗粒团块,形成土骨架纤维的交互空间结构,提高了土体强度。