苏鲁地区航磁异常特征及其深部地质意义

以地震测深剖面提供的地壳结构为初始模型,结合大陆科学钻探岩芯和地表地质资料,对苏鲁地区40 000 km2的1∶10万航磁资料进行了处理.根据岩石磁性参量与岩性的相互关系,对该区3条断面进行了约束反演计算,获得了3条断面的岩层结构特征:5 km深度范围内主要为榴辉岩、大理岩和片麻岩,5～7 km为含柯石英榴辉岩的超高压变质岩片,7 km至上地壳底部为经历超高压变质的片麻岩或花岗闪长岩;中地壳(10～19 km)主要为高压变质片麻岩和后期侵入的花岗岩,下地壳(＞19 km)主要为酸性、基性麻粒岩.3条剖面上的超高压变质岩片向北倾斜至地表,说明它很可能是华北克拉通的俯冲和原路折返的结果.     

北京市地震台网"速度震级"与仿真震级的关系

速度型记录设备的地震速报,一般直接使用记录到的波形数据计算震级(速度震级).编写台网观测报告,需要把速度波形仿真成位移后再计算震级(仿真震级).本文利用北京市地震台网2003年以来1 000多条记录,以全网、单台两种方式研究了上述两种震级的关系,结果表明.它们之间存在很好的线性关系,且与震中距、台基、设备等因素有关.建议在速报阶段,可用震级差和线性关系两种方法对仿真震级进行估计.     

区域土地灌溉环境评价与决策分析

国土资源是人们赖以生存和发展的物质基础,土地灌溉环境作为国土资源调查的重要内容,其关键基础设施机井的空间配置对于农业生产具有重要的现实意义。本文以北京市通州区永乐店镇为研究区,基于国土资源调查的多源空间数据,提出了一种对现有土地灌溉环境进行定量评价和优化决策的方法。结果表明,研究区既有机井配置有待进一步改进,优化方案给出的183口新增机井合理分配在优化单元内,能够满足当地农民的土地灌溉需求,同时为土地灌溉环境中机井的更新配置提供了依据。     

The influence of macronitrogen (NO3- and NH4+) addition with Ulva pertusa on dissolved inorganic carbon system

The influence of macronitrogen (NO - 3 and NH + 4 ) addition with Ulva pertusa on dissolved inorganic carbon system in seawater was studied. The results indicate that p(CO 2 ) and HCO 3 concentration decrease significantly, while pH and CO 2- 3 concentration increase significantly. When the concentration of NO 3 was less than 71 μmol/dm 3 or NH + 4 was less than 49.7 μmol/dm 3 , dissolved inorganic carbon (DIC) absorption rates by Ulva pertusa generally increased with the increasing of nitrogen concentration. The DIC decreased 151 μmol/dm 3 with the addition of 71 μmol/dm 3 NO 3 and decreased 232 μmol/dm 3 with the addition of 49.7 μmol/dm 3 NH + 4 after the experiment compared with DIC measured without nitrogen addition. A significant negative-correlation was found between c(DIC) and growth rate (μ) of Ulva pertusa (r = -0.91, P <0.000 1, n=11). NH + 4 had more influence on the species of inorganic carbon system than NO 3 .     

SURFACE ROUGHNESS EVOLUTION OF SOILS CONTAINING ROCK FRAGMENTS

Soil surface roughness is a dynamic property which determines, to a large extent, erosion and infiltration rates. Although soils containing rock fragments are widespread in the Mediterranean region, the effect of the latter on surface roughness evolution is yet poorly understood. Therefore, laboratory experiments were conducted in order to investigate the effect of rock fragment content, rock fragment size and initial moisture content of the fine earth on the evolution of interrill surface roughness during simulated rainfall. Surface elevations of simulated plough layers along transects of 50 cm length were measured before and after simulated rainfall (totalling 192.5 mm, I = 70 mm h⁻¹) with a laser microreliefmeter. The results were used to investigate whether systematic variations in interrill surface roughness along stony hillslopes in southeastern Spain could be attributed to rock fragment cover and rock fragment size. Soil surface elevations were measured along the contour lines (50 cm long transects) with a contact microreliefmeter. Roughness was expressed by two parameters related to the height and frequency of roughness elements, respectively: standard deviation of de-trended surface elevations (random roughness: RR), and correlation length (L) derived from exponential fits of the autocorrelation functions. The frequently used assumption that surface roughness (RR) of cultivated topsoils decreases exponentially with cumulative rain is not valid for soil surfaces covered by rock fragments. The RR of soils containing small rock fragments (1.7–2.7 cm) increased with cumulative rainfall after an initial decrease during the first 17.5 mm of rainfall. For soils containing large rock fragments (7.7 cm), RR increased with rainfall above a threshold rock fragment content by mass of 52 per cent. For a given rainfall application, RR increased non-linearly with rock fragment content. The correlation length for soils containing small rock fragments decreases with rock fragment content and is significantly lower than for soils with large rock fragments. Soils covered with small rock fragments (large RR and small L) are thus well protected against raindrop impact by a water film in the depressions between the rock fragments. On abandoned agricultural fields along hillslopes in southeastern Spain, rock fragments cover increases non-linearly with slope owing to selective erosion of finer particles on steep slopes. The increase of surface cover by large rock fragments (>25 mm) is even more pronounced. The simultaneous increase of rock fragment cover and rock fragment size with slope explains the non-linear increase of RR with slope. These relationships differ for soils covered by platy misaschists and those covered with cubic andesites. The variations in correlation length along the hillslopes are not clear, probably owing to a simultaneous increase in rock fragment cover and rock fragment size. These findings may provide a better prediction of soil surface roughness of interrill areas covered by rock fragments using slope angle and lithology.     

Multiobjective heuristic approaches to seismic design of steel frames with standard sections

Seismic design problem of a steel moment‐resisting frame is formulated as a multiobjective programming problem. The total structural (material) volume and the plastic dissipated energy at the collapse state against severe seismic motions are considered as performance measures. Geometrically nonlinear inelastic time‐history analysis is carried out against recorded ground motions that are incrementally scaled to reach the predefined collapse state. The frame members are chosen from the lists of the available standard sections. Simulated annealing (SA) and tabu search (TS), which are categorized as single‐point‐search heuristics, are applied to the multiobjective optimization problem. It is shown in the numerical examples that the frames that collapse with uniform interstorey drift ratios against various levels of ground motions can be obtained as a set of Pareto optimal solutions. Copyright © 2007 John Wiley & Sons, Ltd.     

复合形模拟退火算法及其在水泥土墙优化设计中的应用

将传统优化方法中的复合形法和智能优化方法中的模拟退火算法有机结合,得到一种新型的智能计算方法-复合形模拟退火算法。仿真分析表明它比单一的复合形法和模拟退火算法搜索性能更优。按照我国现行规范建立了水泥土墙优化设计数学模型,探讨了提出的复合形模拟退火算法在水泥土墙支护结构参数优化设计中的应用。给出了工程计算实例,其计算结果验证了方法的可行性和可靠性。还讨论了基坑内被动土压力区的加固对水泥土墙的嵌固深度和有效宽度的影响。     

盐藻叶绿素荧光非光化学猝灭产生的条件和主要组分的检测

实验用盐藻取自天津溏沽轻工业部制盐研究所,应用叶绿素我技术检测盐藻悬浮液在暗适或稳态光合作用下的荧光产量（光化学荧光猝灭ｑＰ和非光化学荧光猝灭ｑＮ的进程）和在稳态后黑暗期间荧光产量的恢复（ｑＮ的暗豫动力学）。通过改变透导光强、脉冲频率和脉冲强度,寻找适当的条件以区分光诱导期间的ｑＰ、ｑＮ和随后黑暗期间ｑＮ的快（ｑ＾ｆ）、中（ｑ＾ｍ）、幔（ｑ＾ｓ）三个组分。结果表明,ｑＮ的快相（ｑ＾ｆ）仅在相对高的     

聊古一井数字化氡与模拟水氡观测资料的对比评价

数字化氡在聊古一井投入观测已近4年, 与模拟水氡观测相比, 具有采样率高, 数字传输、保存和资料处理快捷方便, 人为观测误差少的优点, 从而使氡的信息量大大增加, 为捕捉地震短临异常信息提供了有利条件。对数字化氡与模拟水氡同期观测资料的对比分析结果表明, 二者的变化趋势、方差及均值变化均不一致, 数字化氡与模拟水氡观测的物理含义不同,是一种新的测项, 尚不能完全替代原有的模拟水氡观测; 数字化氡在反映地震短临异常方面优于模拟水氡; 气水分离装置(脱气装置)是实现氡数字化观测的重要基础环节, 对于获取真实可靠的观测结果具有重要作用。     

遗传模拟退火算法在边坡稳定分析中的应用

利用遗传模拟退火算法结合瑞典圆弧法,寻找最危险滑裂面进行边坡稳定分析。对构造数学模型、确定计算步骤、选取参数等方面作了一定的研究。通过实例计算,结果令人满意。