天山北坡高山林线分布的生态地理特征

综合利用多源遥感影像和实地勘察资料识别天山北坡高山林线分布格局,结合区域气象数据和土壤理化性质,分析天山北坡林线分布的生态地理特征。结果表明:①天山北坡林线分布高度大约在2 600～2 850 m,从西向东林线分布高度呈上升趋势,奇台至巴里坤段林线高度上升最为显著;伊犁河谷段与玛纳斯段林线垂直宽度较宽。②影响天山北坡林线分布高度的关键气候因子为生长季温度（如年生物学温度3.35 ℃,最热月均温10.49 ℃,生长季均温8.26 ℃）,特别是年生物学温度,能较好的指示天山北坡高山林线分布位置,且各气候指标均在全国均值范围之内,而影响巴音布鲁克地区森林发育的主要原因为冬季低温干旱。③伊犁林线过渡带和玛纳斯林线过渡带有机质、全氮及全磷的含量最高;酸碱性大致以阜康林线为界,向西呈酸性,向东呈碱性;土壤营养物质主要分布于表层（0～10 cm）,深层(30～80 cm)含量低且变化不显著,具有明显的“表聚现象”;下层土壤pH值从西向东逐渐由弱酸性向弱碱性过渡;电导率空间变异性较强,各层变化特征不显著。     

塔河油田3区石炭系超深薄层碎屑岩储层预测研究

针对塔河油田3区石炭系卡拉沙依组地震数据很难识别薄砂体的问题,对比分析了采用地震资料提频处理、分频处理、储层高分辨率敏感参数反演等不同手段得到的储层预测结果,筛选出高分辨率储层敏感参数反演作为卡拉沙依组砂泥岩段储层主要预测手段.通过探讨砂泥岩对声波时差的响应,以及对比分析自然电位、自然伽马以及补偿中子孔隙度与声波时差的关系,确定自然电位与声波时差的相关性最好,由此选取自然电位作为最佳电性敏感参数参与高分辨率敏感参数反演预测.从井点、剖面、平面等方面检验和评价高分辨率储层预测成果,结果表明其反演预测效果较好,符合塔河油田3区石炭系的储层预测要求,实现了对石炭系主力砂体空间展布的解释与描述,建立了塔河油田3区石炭系卡拉沙依组储层模型.     

Automatic mapping of lunar landforms using DEM-derived geomorphometric parameters

Developing approaches to automate the analysis of the massive amounts of data sent back from the Moon will generate significant benefits for the field of lunar geomorphology. In this paper, we outline an automated method for mapping lunar landforms that is based on digital terrain analysis. An iterative self-organizing (ISO) cluster unsupervised classification enables the automatic mapping of landforms via a series of input raster bands that utilize six geomorphometric parameters. These parameters divide landforms into a number of spatially extended, topographically homogeneous segments that exhibit similar terrain attributes and neighborhood properties. To illustrate the applicability of our approach, we apply it to three representative test sites on the Moon, automatically presenting our results as a thematic landform map. We also quantitatively evaluated this approach using a series of confusion matrices, achieving overall accuracies as high as 83.34% and Kappa coefficients (K) as high as 0.77. An immediate version of our algorithm can also be applied for automatically mapping large-scale lunar landforms and for the quantitative comparison of lunar surface morphologies.     

Sensitivity of soil parameters in unsaturated zone modelling and the relation between effective,laboratory and in situ estimates

Simulation of soil moisture content requires effective soil hydraulic parameters that are valid at the modelling scale. This study investigates how these parameters can be estimated by inverse modelling using soil moisture measurements at 25 locations at three different depths (at the surface, at 30 and 60 cm depth) on an 80 by 20 m hillslope. The study presents two global sensitivity analyses to investigate the sensitivity in simulated soil moisture content of the different hydraulic parameters used in a one‐dimensional unsaturated zone model based on Richards' equation. For estimation of the effective parameters the shuffled complex evolution algorithm is applied. These estimated parameters are compared to their measured laboratory and in situ equivalents. Soil hydraulic functions were estimated in the laboratory on 100 cm³ undisturbed soil cores collected at 115 locations situated in two horizons in three profile pits along the hillslope. Furthermore, in situ field saturated hydraulic conductivity was estimated at 120 locations using single‐ring pressure infiltrometer measurements. The sensitivity analysis of 13 soil physical parameters (saturated hydraulic conductivity (K_s), saturated moisture content (θ_s), residual moisture content (θ_r), inverse of the air‐entry value (α), van Genuchten shape parameter (n), Averjanov shape parameter (N) for both horizons, and depth (d) from surface to B horizon) in a two‐layer single column model showed that the parameter N is the least sensitive parameter. K_s of both horizons, θ_s of the A horizon and d were found to be the most sensitive parameters. Distributions over all locations of the effective parameters and the distributions of the estimated soil physical parameters from the undisturbed soil samples and the single‐ring pressure infiltrometer estimates were found significantly different at a 5% level for all parameters except for α of the A horizon and K_s and θ_s of the B horizon. Different reasons are discussed to explain these large differences. Copyright © 2004 John Wiley & Sons, Ltd.     

不同投喂方式对中国明对虾幼体生长发育及抗病力的研究

研究β-1,3/1,6-D-glucan及不同投喂方式对中国明对虾(Fenneropenaeus chinensis)幼体的存活、生长、发育、非特异性免疫及抗副溶血弧菌能力的影响.将β-glucan以0.25%的剂量添加到微黏合饲料中,以不同的投喂方式投喂对虾幼体,即D0(一直投喂基础饲料);D1(一直投喂含0.25%β-葡聚糖饲料);3D1-3D0(3 d投喂含0.25%β-葡聚糖的饲料-3 d投喂基础饲料);1D1-3D0(1 d投喂含0.25%β-葡聚糖的饲料-3 d投喂基础饲料),共4个处理,每个处理随机设置3个重复,对虾幼体养殖于可控温的半开放系统中,每个养殖桶中盛有50 L盐度为30～32消毒海水,养殖密度为100尾/L.实验结果表明,在孵化后14 d,投喂D1饲料组在总存活率,变态指数,体长,特定生长率方面均高于其它各组,虽然有时差异不显著.在免疫指标方面,在9和14 dph分别进行了酚氧化酶(PO)、碱性磷酸酶(ALP)、超氧化物歧化酶(SOD)、酸性磷酸酶(ACP)活力的测定,结果表明,投喂D1饲料组的4个免疫指标均高于其它3组,虽然有时差异不显著.在14 dph的攻毒实验结果表明,对照组的累积死亡率显著高于D1组(P<0.05),而1D1-3D0和3D1-3D0的累积死亡率则与其它各组均不显著.实验结果表明,间隔投喂方式并不适合于对虾幼体,在中国明对虾幼体饲料中使用β-葡聚糖时,建议添加量为0.25%,并采用一直投喂的方式.     

Sediment texture and grain-size implications: the Changjiang subaqueous delta

Sediment cores were collected from the subaqueous delta of the Changjiang Estuary. Sediment grain-size profiles and their fractal dimensions were analyzed, to elucidate responses to long-term sedimentary processes. In addition, the environmental sensitive populations of grain size have been extracted. The sediment cores can be divided into two parts, according to the sedimentary structures present. The upper part (0-12 cm) is interpreted as being the active layer, which is influenced frequently by changes i...     

海底浅表层不同土类静力触探参数与物理力学性质对比研究

海底土的物理、力学特性是海洋地质学、海洋土工学、海洋地质灾害等调查研究及海洋资源开发环境条件调查和评价等方面非常重要的资料,海底静力触探试验(CPT)是获取这方面资料的一种快速高效、成本低、测试精度高的原位测试方法。它可同时获取海底土锥尖阻力、侧摩阻力等方面的连续原位测试数据,这些数据与海底土取样样品测试分析资料及物探资料结合,可对海底土的工程特性等作比较全面的分析和评价。本文对采集的海底土样的静力触探参数与海底土样的物理力学指标进行相关分析,分粘性土和砂类土二类,建立了海底浅表层土的静力触探参数与物理力学指标之间的相关方程。利用相关方程可以通过静力触探的数据来推算土的物理力学指标,进而对海底土的工程情况作较全面的评价。     

利用SEM照片获取土的孔隙结构参数

以土工实验和计算机图像处理技术为基础, 探讨利用SEM照片获取土的孔隙结构参数的方法, 并以重塑粘性土为例进行实证分析.为获取孔隙结构参数, 首先分3个步骤对土样的SEM照片进行图像处理: 即照片格式转换、颗粒边际线探测和颜色充填; 然后针对黑白二元图像测算孔隙结构参数.从设计制备的重塑粘性土的三轴试验样品中, 选择了12个不同水分状态和密度状态的样品, 经风干和烘干后, 进行SEM测试, 每个样品拍摄了3个尺度的SEM照片, 放大倍数依次为500倍、1000倍、2000倍.之后, 对所获得的SEM照片进行了图像处理分析, 计算了相应的平面孔隙比和平面孔隙率.数据分析表明: SEM照片测算的孔隙参数与通常三相图计算的孔隙参数有关联, 测算数据可以反映土的孔隙结构特征; 样品的不同脱水方式对SEM照片测算的孔隙参数有影响, 与三相图法计算数据相比, 风干土样测算的数据略有偏大, 烘干土样测算的数据偏小; 同一土样不同比例尺的SEM照片测算出的孔隙参数有所不同, 邻近三相图法计算结果上下波动; 利用SEM照片提取土的结构信息是可行的, 对SEM照片进行图像处理分析是获取土的孔隙结构参数的有效办法.      

随钻测量、随钻测井与录井工具

摆动阀泥浆脉冲器本身可以产生较高频率的载波,成为高速泥浆脉冲传输的较好选择。由于工作时负载力矩复杂,影响因素众多,为电机输出特性研究带来较大困难。利用在井下工作时的动力学平衡方程,通过水循环实验方式测量得到摆动阀电机在最大转矩比电流控制方式下的位置角度和输出电流数据,进而计算井下工作时电机输出转矩和输出功率,并对其影响因素进行综合分析。结果表明,受惯性转矩、弹性转矩和动态水力转矩的影响,电机输出转矩在不同工作频段表现为不同特征;低频段时,电机输出转矩的变化幅度随载波频率的增大而减小,输出功率随载波频率的增大而缓慢增大;中低频段时,电机输出转矩和输出功率在该频段幅度变化较小,相对比较稳定;高频段时,电机输出转矩和输出功率均随频率的增大而快速增大。可以通过增大扭杆刚度系数和降低摆动阀转子轴系转动惯量的方式降低电机在高频段的输出,以保证电机在额定转矩和额定功率下可以控制摆动阀在井下实现高频快速的摆动,产生稳定高载波频率下的泥浆脉冲压力波形,实现高频载波的目的,为随钻测井数据的高速传输提供了保障。