基于GIS对松花江流域哈尔滨段洪泛区灾害评估

计算洪水淹没区范围所造成的灾害损失一直是灾害评估研究中的一个热点问题,本文通过以GIS技术为基础,并结合数字高程模型(DEM),对哈尔滨市未来可能会发生的十年一遇或百年一遇的洪水所能淹没的范围进行预测。并结合历年的水文气象等统计资料,依据经验分析法与水深-损失曲线模型相结合的方法,对哈尔滨市洪泛区进行灾害评估,为城市发展、城市规划等提供依据。     

Discharge and water table predictions using a generalised TOPMODEL formulation

A simple, generalized saturated zone formulation is presented in this paper to relax the assumption of an exponential function originally made in TOPMODEL. This saturated zone model is based on the concept of a ‘discharge:relative storage’ (QΔS) function which is derived empirically, using recession curve analysis, and may be of arbitrary form. The generalized formulation is applied to the Seternbekken MINIFELT catchment in Norway, where detailed distributed water table data have been measured. These water table data are used to suggest an empirical, power law modification of the topographic a/tan β index. Results for the simulation through time of discharges and water table depths at a few locations show that the generalized saturated zone formulation is as efficient a simulator of the observed data as a conventional TOPMODEL, but requires one parameter less to be calibrated. The simulation of detailed water table distributions is only approximate in both cases. The modified power law index shows only a small improvement but provides a basis for a discussion of possible sources of error in the TOPMODEL assumptions for this site. © 1997 John Wiley & Sons, Ltd.     

NON-LINEAR WAVE-INDUCED RESPONSE OF POROUS SEABED: A FINITE ELEMENT ANALYSIS

Conventional investigations of waves–seabed interaction problems have been only concerned with the soil response due to two-dimensional linear progressive waves over a uniform seabed. However, the effects of non-linear waves which have been reported in the literature may be significantly different. In this paper, a finite element model is developed to investigate the non-linear wave-induced seabed response with variable permeability and shear modulus in a three-dimensional domain. The finite element formulations are fully presented in this paper. The numerical model is verified with the previous investigations through the reduced form of the present solution. The numerical results indicate that the influence of non-linear wave components cannot always be ignored without substantial error. Furthermore, the wave-induced seabed response is affected significantly by variable permeability in coarser seabeds and variable shear modulus in finer seabeds. © 1997 by John Wiley & Sons, Ltd.     

八面河油田沙三段储层砂体层内非均质性研究与探讨

以八面河油田沙三段为例,从测井解释储层参数、储层砂体韵律性、沉积相分析和非均质类型研究分析,探讨了层内非均质性类型及其特征。研究表明该区层内非均质类型共有箱型、钟型、漏斗型、中间突变型和复合型等五种。沙三沉积期不同微相非均质程度不同,席状砂、远砂坝、水下分流河道等微相属强非均质体,河口砂坝非均质程度弱,属最好储集层。     

利用广义反射-透射系数方法求解含低速层水平层状介质模型中面波频散曲线问题

在计算面波频散问题的广义反射-透射系数方法基础上研究了含有低速层的均匀平层固体地球模型的面波的频散曲线以及简正振型的计算问题. 当不存在低速层时,仅利用陈晓非1993年提出的单一的久期函数对求解这两个问题已经足够. 但是当模型中存在低速层时,该单一久期函数在数值求解较低阶模式很困难. 本文提出用久期函数族代替该单一久期函数、对不同的简正振型模式采用对应的久期函数来求解的方法,从而更加容易有效地求解较低阶的模式,完善了利用广义反射-透射系数方法求解面波频散问题的理论和算法.     

系泊链海水疲劳性能初步研究

通过试验研究了直径最大到187 mm的R4和R4S级系泊链在人工海水中的疲劳性能。根据疲劳试验得到了相应载荷振幅下的疲劳循环次数,并将结果和DNVGL OS-E301及API RP 2SK中的设计曲线进行了比较和分析。通过链环有限元计算,结合实际试验结果,验证了链环在拉伸载荷下的应力分布和断裂热点,为进一步分析系泊链疲劳失效机理和海洋平台系泊系统设计提供了有效的试验数据。     

基于SPAC法勘探武汉市江夏区地下岩溶结构

采用微动台阵方法探测武汉地铁27号线江谭段地下岩溶情况。通过空间自相关法（SPAC）提取瑞利波相速度频散曲线,进而反演各观测台阵的视S波速度结构,并插值完成测线二维视S波速度剖面。结果表明,目标区内地层按视S波速度自上而下可分为4层,其中在第3层存在明显的低速区,推测发育岩溶结构,且规模较大。对比工程钻探结果,SPAC法得到的地层分层、岩溶规模与实际情况基本吻合。     

瓯江口海域春秋季鱼类多样性及群落结构研究

根据2013年5月(春)、2013年10月(秋)在温州瓯江口海域进行渔业资源定点拖网调查获得的鱼类数据,利用渔获率作为数量分布的指标,对瓯江口海域的鱼类生态类群和鱼类种类组成、优势种、物种数目空间分布及多样性和鱼类群落结构进行了分析。结果显示:两次调查共鉴定鱼类66种,隶属12目37科51属,其中暖温性鱼类29种,占44%,暖水性鱼类37种,占66%,种类季节间变化较为稳定,优势种季节更替明显,春季优势种有银鲳Pampus argenteus、花鲈Lateolabrax japonicus、日本鳀Engraulis japonicus、棕腹刺鲀Gastrophysus spadiceus 4种,而秋季为花鲈、斑鰶Konosirus punctatus、龙头鱼Harpodon nehereus 3种;种类数平面分布结果显示,种类数春季沿岸区域高,秋季岛礁区域高,生物多样性春季高于秋季;多样性指数与种类数平面分布结果相似,均为江口外部海域高于内部,近岸和岛礁处高于中部,地形、台湾暖流和瓯江淡水团对其分布影响较大;春、秋季鱼类群落结构差异不大,种级和属级之间具有相似性。     

S_q磁场形态曲线定点拟合分析探讨

利用积累的磁照图——S_q曲线,通过计算机进行S-q图象编整处理后作对比分析,对局部磁异常(S_q时段)变化进行探讨,总结地震孕育过程震磁效应的相关性,更好地为地震预报提供依据。     

影响煤层渗透率测试的若干因素

通过对中国8个矿区10口煤层气评价井的试井工作,讨论了影响煤层渗透率测试的若干因素,认为钻井作业对煤层的伤害、煤体结构及较高的有效地应力是主要影响因素;而煤的变质程度虽然对煤的割理发育起控制作用,但不是煤层渗透率测试的主要影响因素。