水库群水沙调控的单-多目标调度模型及其应用

为缓解内蒙古河段"二级悬河"形势,以黄河上游沙漠宽谷河段为研究对象,以龙羊峡水库、刘家峡水库为调控主体,开展黄河上游水沙调控研究。建立了输沙量、发电量最大的单目标模型以及多目标模型;分别采用自迭代模拟算法、逐次逼近动态规划算法(DPSA)和改进的非支配排序遗传优化算法(NSGA-Ⅱ)求解模型;设置了初始、常规、优化和联合优化4种方案。通过实例计算,联合优化调度方案的区间总冲刷量达到了0.38亿t,梯级发电量148.22亿kW·h。该方案以较小的电量损失换来了输沙量的大幅度增加,水沙调控效果显著,推荐为最优方案。研究成果量化了水沙调控效果和各目标间的转化规律,为开展黄河上游水沙调控提供了决策依据,具有重要的应用价值和实际指导意义。     

钦-杭成矿带东段村前含矿斑岩地球化学特征及其构造环境与成矿意义

村前铜多金属矿床位于钦杭成矿带东段,为一具有矽卡岩型矿化和斑岩型矿化的铜多金属矿床,含矿岩体为燕山早期花岗闪长斑岩,岩石具有富硅、富铝、富碱的特点,属于偏铝-过铝质钙碱性花岗岩类。岩体具有从深部向浅部蚀变增强,大部分组分活动性不明显,而成矿元素Cu-Mo-Fe-Pb-Zn-Au-Ag含量明显增加,Na2O、Sr含量降低,REE元素除Eu少量丢失外,其余均呈一致的迁入特征。岩体属Ⅰ型花岗质岩石,由具角闪石+石榴子石残留相的火成岩部分熔融形成的熔浆,混合或混染了地壳重熔型岩浆上侵就位而成。钦杭结合带东段,燕山期中酸性岩浆活动具有从176~150Ma的埃达克岩或具岛弧花岗岩特征的Ⅰ型花岗岩,至150~140Ma的S型花岗岩,向140~110Ma的A型花岗岩演化趋势,显示了地壳由厚减薄的过程,暗示其大地构造背景为岩石圈的伸展减薄环境,而形成于169.3±1.1Ma的村前斑岩体正处于伸展阶段早期。综合岩体成矿特征表明,钦杭成矿带东段及邻近地区,176~160Ma主要形成与Ⅰ型花岗质岩石有关的以Cu为主的多金属矿床;160~150Ma主要形成与Ⅰ型花岗质岩石有关的Cu-Mo矿床与W-Sn矿床;150~140Ma主要形成与S型花岗质岩石有关的以W-Sn-Mo为主的多金属矿床,以及以Ag-Pb-Zn为主的多金属矿床;140~110Ma主要形成与A型花岗质岩石有关的以W-Sn-Mo为主的多金属矿床,少量与Ⅰ型花岗质岩石有关的Pb-Zn矿床。     

脊尾白虾(Exopalaemon carinicauda)维甲酸X受体基因克隆及其在温盐胁迫和蜕皮周期中的表达分析

为了明确脊尾白虾维甲酸X受体基因在环境胁迫和蜕皮周期中的作用,本研究通过RACE技术克隆了脊尾白虾(Exopalaemon carinicauda)维甲酸X受体c DNA全长,命名为Ec RXR基因,该c DNA序列全长为1323 bp,开放阅读框(ORF)为855 bp,编码一个284个氨基酸组成的蛋白质,分子量为30.918 k Da,理论等电点为PI为6.788;Ec RXR基因推导氨基酸序列经Blastp在线比对分析显示,Ec RXR与已知甲壳动物RXR的同源性为71%—90%;系统进化树分析结果显示,脊尾白虾Ec RXR的氨基酸序列与日本沼虾RXR的氨基酸序列聚为一支。荧光定量RT-PCR分析表明,Ec RXR基因在各组织中均有表达,而在眼柄相对表达量较高,血淋巴中最低。Ec RXR基因在蜕皮周期中的表达规律表明,Ec RXR基因表达在不同蜕皮时期存在明显变化,在眼柄、肝胰腺、胃和肠中整体呈现上升趋势,在鳃中呈现先下降后上升的趋势,在表皮中呈现逐渐降低的趋势。Ec RXR基因在温度、盐度胁迫过程中的表达规律分析结果发现,温度、盐度胁迫均可显著改变Ec RXR基因在鳃和肝胰腺中的表达模式,温度胁迫下Ec RXR基因在鳃中呈先上升后下降的表达趋势,肝胰腺中整体呈先上升后下降再上升再下降的表达趋势;盐度对鳃和肝胰腺的调控模式相同,均呈先升高后下降的变化趋势。本研究结果表明Ec RXR基因在脊尾白虾蜕皮发育、酶活性调控及渗透压调节中发挥重要作用,为深入研究甲壳动物维甲酸X受体基因的功能提供了重要的基础信息。     

福建省平潭岛东北部软质海崖蚀退特征研究

为了揭示软质海崖的侵蚀机制,现场利用量测方法研究了福建省平潭岛东北部软质海崖的蚀退特征、蚀退模式和影响因素,并利用自制崩解仪测试了砂土和粉质黏土的崩解速率。结果表明,软质海崖滑塌物体积、堆积距离均随海崖高度增加而增大,每次滑塌海崖蚀退距离位于0.08~1.23 m;滑塌物覆盖住崖脚后具有临时保护崖脚的作用,但由于其受到扰动较易发生再次蚀退;崖脚海蚀槽的形成对滑塌起到重要控制作用;降雨、海洋水动力、强风和人为活动是造成蚀退的四大因素;在土体抗侵蚀方面,砂土的抗侵蚀能力最弱,粉质黏土的居中,黏土的最强;现场干燥粉质黏土的崩解速率为2.4 cm/min。     

Evaluation of Effective Depth of PVD Improvement in Soft Clay Deposit: A Field Case Study

This article presents a case history of determination of effective depth of prefabricated vertical drains (PVDs) under embankment loading on a very soft clay deposit in central China, near Jiujiang, Jiangxi Province. The height of the embankment was 5.3 m and construction time was about one year. The PVDs were installed to a depth of 8.5 m at a spacing of 1.5 m in a triangular pattern. Field observations and the finite element method (FEM) were employed to analyze the performance of the soft deposit during embankment construction. The influential depth of the embankment loading was evaluated based on settlement, excess pore pressure, and stress increase in subsoil, both from the observed data and FEM analysis. The effective PVD depth was determined in the following ways: (1) the depth of 5% subsoil settlement of surface settlement; (2) vertical stress increase in subsoil of 25% in-situ stress; and (3) consolidation time/PVD depth relation by FEM. Based on the analysis, the effective depth of PVDs was determined to be between 10 and 12.8 m for this field case.     

帕米尔高原东北缘活动构造对塔什库尔干盆地地热控制作用

帕米尔东北缘位于青藏高原西北部,是新构造运动最强烈的地区之一。受控于公格尔拉张断裂作用的塔什库尔干盆地,活动构造强烈,高的大地热流值和丰富的地下水,使其具备地热资源形成的地质构造和水文条件。基于塔什库尔干盆地北部的曲曼地区地质构造、湖相地层年代学调查研究,该地区发育晚更新世的NNE向f_1和f_2正断层以及第四纪沉积物之下存在隐伏的近EW向的断层f_3。这3条断层是塔什库尔干断裂在不同构造演化时期形成的次级断层。结合EH-4电磁成像和钻孔及抽水试验等资料表明NNE向f_1和f_2正断层是地热系统的导水通道,而近EW向f_3断层为导热通道。该地区地热模式是大地热流为热源-地下水深循环逐渐加热-构造控水和控热。     

Deformation mechanism of strain localization in 2D numerical interface tests

Heterogeneity arises in soil subjected to interface shearing, with the strain gradually localizing into a band area. How the strain localization accumulates and develops to form the structure is crucial in explaining some significant constitutive behaviors of the soil–structural interface during shearing, for example, stress hardening, softening, and shear-dilatancy. Using DEM simulation, interface shear tests with a periodic boundary condition are performed to investigate the strain localization process in densely and loosely packed granular soils. Based on the velocity field given by grains’ translational and rotational velocities, several kinematic quantities are analyzed during the loading history to demonstrate the evolution of strain localization. Results suggest that tiny concentrations in the shear deformation have already been observed in the very early stage of the shear test. The degree of the strain localization, quantified by a proposed new indicator, α, steadily ascends during the stress-hardening regime, dramatically jumps prior to the stress peak, and stabilizes at the stress steady state. Loose specimen does not develop a steady pattern at the large strain, as the deformation pattern transforms between localized and diffused failure modes. During the stress steady state of both specimens, remarkable correlations are observed between α and the shear stress, as well as between α and the volumetric strain rate.     

Cyclic degradation and non-coaxiality of soft clay subjected to pure rotation of principal stress directions

Foundation soils are often under non-proportional cyclic loadings. The deformation behaviour and the mechanism of non-coaxiality under continuous pure principal stress rotation for clays are not clearly investigated up to now. In order to study the effect of pure principal stress rotation, a series of cyclic undrained tests on Shanghai soft clay subjected to cyclic rotation of principal stress directions keeping the deviatoric stress constant under the pure rotation condition were conducted using hollow cylinder apparatus. Based on this, the evolutions of excess pore pressure and strains during cyclic loading were investigated, together with the effects of the intermediate principal stress parameter and the deviatoric stress level on stress–strain stiffness and non-coaxiality. The result can provide an experimental basis for constitutive modelling of clays describing the behaviour under non-proportional loadings.     

内蒙古狼山巴音前达门地区黑云斜长片麻岩年代学研究及板块归属

内蒙古西部狼山地区的构造归属争议较大,一直以来没有直接证据证明狼山地区属于华北陆块。本文对内蒙古狼山巴音前达门地区(含石榴子石)黑云斜长片麻岩进行了年代学研究,利用LA- ICP- MS方法进行U- Pb同位素测年,所测试锆石均为岩浆锆石,锆石年龄为1946±9 Ma和1940±12 Ma,代表其原岩的形成年龄,说明狼山地区存在古元古代晚期岩浆作用。从锆石Hf同位素来看,εHf(t) 从-1.3~6.4,其Hf同位素源区既有当时华北克拉通基底物质,又有地幔的贡献,2442Ma的模式年龄指示源岩来源于早元古代地壳增生事件,可能与华北克拉通基底的形成有关。这进一步表明狼山地区同华北陆块中部地区一样,该地区存在有早元古代岩体。对宝音图群碎屑锆石的研究同样说明了狼山地区宝音图群与华北克拉通更具亲缘性,狼山地区在构造属性上可能属于华北陆块一部分。