Recovery of benthic macroinvertebrate and epilithic communities following a large flood,in an unstable,braided, New Zealand river     

Garry J. Scrimgeour  Robert J. Davidson  Jacqueline M. Davidson 《新西兰海洋与淡水研究杂志》2013,47(3):337-344

Benthic macroinvertebrates and small stones were collected from a riffle in the Ashley River, North Canterbury, New Zealand, on 12 occasions within a 132‐day period following a particularly large flood in 1986. Despite the occurrence of smaller floods during this period, benthic macroinvertebrate communities and stone surface organic layers recovered rapidly. Mean concentration of stone surface organic carbon increased from 0.23 g/m² to 1.01 g/m² stone surface in the first 23 days after the flood and chlorophyll a concentration increased from 0.13 mg/m² (day 3) to 9.2 mg/m² by day 132. Minor floods during the recovery period had little effect on organic layer biomass. Mean faunal density increased from 230/m² to 7920/m² during this time and taxon richness from 7 to 21 per 5 benthic samples. Immediately after the flood and throughout the study period the fauna was dominated by larvae of Deleatidium (Ephemeroptera: Leptophlebiidae), Hydora (Coleoptera: Elmidae), and Chironomidae. Re‐establishment of Deleatidium populations in previously denuded brands was effected by oviposition, egg‐hatching, and larval immigration. Minor braids are likely to represent important epicentres from which recolonisation proceeds.  相似文献   

重力坝层间抗滑稳定体系的动力可靠度分析方法     

张社荣  王超  孙博 《岩土力学》2012,33(10):3139-3144

受明显的层状结构影响,加之材料参数和动荷载的双重随机性,动力条件下碾压混凝土重力坝的层间抗滑稳定可靠度问题值得关注。考虑地震波频谱特性、峰值加速度、坝体材料参数的随机性,统计概化出地震作用下坝体的潜在滑动失效路径;在特定地震动作用下,基于随机有限元分析结果,采用刚体极限状态判断准则和响应面法构建失效路径的动力抗滑稳定功能函数,进而求得其抗滑稳定可靠指标;接着考虑不同失效路径的相关性,用Ditlevsen窄界限公式估算体系的可靠度;最后,考虑地震动荷载的随机性,采用基于全概率公式的数值拟合积分方法求解大坝抗滑稳定体系的动力可靠度。研究结果表明,动力条件下,当水平地震系数大于0.2时,重力坝层间抗滑体系可靠度不再由建基面失效路径决定,而是由下游折坡处层面的失效路径决定。该方法数学意义明确,实用性强。  相似文献   

天津地区覆盖层土动力学参数统计分析          下载免费PDF全文

夏峰  宋成科  孟庆筱  郭保正 《地震工程学报》2015,37(1):48-54

收集天津地区近年来有代表性的具有完整土动力学参数作为实验数据的地震安全性评价报告66份,用两种统计方法按不同深度统计分析粉质黏土、黏土、粉土、砂土、淤泥质土等的实测土动力学参数,给出动剪切模量比和阻尼比平均值。选取2个典型工程场地,构建土层分析模型,进行土层地震反应分析计算。结果表明,本文得到的统计2值在天津地区具有一定的代表性和适用性,与实测值结果更为接近。对于获得原状土样困难的场地,特别是对于较薄的夹层土,可参照统计2结果进行分析计算。  相似文献   

Nearshore bar migration and sediment-induced buoyancy effects     

Silvia Falchetti  Daniel C. Conley  Maurizio Brocchini  Steve Elgar 《Continental Shelf Research》2010

A 1-D General Ocean Turbulence Model that includes the effects of sediment-induced stratification is shown to simulate the observed onshore and offshore migration of a nearshore sandbar. The only two free parameters of the model, the bed reference concentration and the sediment diffusivity, are taken from the literature, rather than tuned to the data used here. The model results suggest that predictions of onshore bar migration, in which wave-induced sediment transport confined to within a few centimeters of the bottom dominates, are not greatly affected by accounting for buoyancy effects. The model results also suggest that both mean flows and waves transport sediment during offshore bar migration, with different components of transport dominating at different cross-shore locations across the bar-trough bathymetry. Neglecting the effects of sediment-induced stratification results in higher model skill during the largest waves, likely because the excess turbulence production simulated by the non-stratified model is counterbalanced by neglected breaking-wave-generated turbulence. Considering both onshore and offshore migration, the model that includes sediment-induced stratification has higher skill than the model without stratification.  相似文献   

钱塘江盾构越江隧道最小覆土厚度的确定   总被引：1，自引：0，他引：1  

沈林冲  钟小春  秦建设  闵凡路 《岩土力学》2011,32(1):111-115

钱塘江洪水冲刷河床与大潮回淤交替出现,必将影响盾构越江隧道安全。如何合理地确定越江隧道的埋深,既确保隧道安全,又降低工程造价,是一个迫切需要解决的问题。已有的研究成果认为,300年一遇的罕见洪水冲刷河床的最大深度可达16 m,据此初步选择了河床冲刷后最小埋深分别为3.5 m和4.0 m两种隧道埋设方案,开展了隧道抗上浮研究。研究结果表明,考虑隧道周围土体和管片环间纵向螺栓的剪切抗浮效应时,两种方案均能够满足抗浮要求。但施工期刚脱出盾尾的管片环在未硬化注浆体的浮力作用下,大大增加隧道上浮的可能性,需要加强施工期的管理工作,减少对周围土体扰动。  相似文献   

近30年南京市浅层地温场变化规律研究   总被引：6，自引：0，他引：6  

王宝军  施斌  姜洪涛  赵理政 《高校地质学报》2009,15(2)

在收集南京市单一观测站点近50年气温资料和近30年浅层地温数据的基础上,对南京市地温变化趋势及其与气温变化的相关性进行了分析,对不同深度定时地温变化、日均地温伞年变化、地温日较差变化等进行了比较,同时也对地温变化对城市浅层土工程性质可能带来的影响进行了分析.结果表明:地温场与气温场变化规律基本一致,但存在一定的滞后现象;南京市月均地温变化规律基本相同,最高值出现在7,8月份,最低值出现在1,2月份;近30年来浅层地温场总体呈现上升趋势,其中地表上升最大值达2.8℃,0～20 cm土层温度变化幅度比较接近,上升最大值达2.0℃,40 cm处最大值达1.75℃;30年来地表最大温差高达84.5℃,40 cm深度最大地温差也超过27.5℃,因此多年地温变化对城市浅层土工程性质的影响不容忽视.  相似文献   

Macrodynamics of α2 dynamos     

Glenn R. Ierley 《地球物理与天体物理流体动力学》2013,107(1-4):143-173

Abstract

Two distributions of the α-effect in a sphere are considered. The inviscid limit is approached both by direct numerical solution and by solution of a simpler nonlinear eigenvalue problem deriving from asymptotic boundary layer analysis for the case of stress-free boundaries. The inviscid limit in both cases is dominated by the need to satisfy the Taylor constraint which states that the integral of the Lorentz force over cylindrical (geostrophic) contours in a homogeneous fluid must tend to zero. For a small supercritical range in α, this condition can only be met by magnetic fields which vanish as the viscosity goes to zero. In this range, the agreement of the two approaches is excellent. In a portion of this range, the method of finite amplitude perturbation expansion is useful, and serves as a guide for understanding the numerical results. For larger α, evidence from the nonlinear eigenvalue problem suggests both that the Taylor state exists, and that the transition from small to large amplitude can require a finite amplitude (oscillatory) instability in accord with the findings of Soward and Jones (1983). However, solutions of the full equations have not been found which are independent of viscosity at larger values of α.  相似文献   

Annual Frequency of Tropical Cyclones Directly Affecting Guangdong Province:Prediction Based on LSTM-FC     

胡娅敏  陈韵竹  何健  刘圣军  闫文杰  赵亮  汪明圣  李芷卉  王娟怀  董少柔  刘新儒 《热带气象学报(英文版)》2022,28(1):45-56

Tropical cyclone (TC) annual frequency forecasting is significant for disaster prevention and mitigation in Guangdong Province. Based on the NCEP-NCAR reanalysis and NOAA Extended Reconstructed global sea surface temperature (SST) V5 data in winter, the TC frequency climatic features and prediction models have been studied. During 1951-2019, 353 TCs directly affected Guangdong with an annual average of about 5.1. TCs have experienced an abrupt change from abundance to deficiency in the mid to late 1980 with a slightly decreasing trend and a normal distribution. 338 primary precursors are obtained from statistically significant correlation regions of SST, sea level pressure, 1000hPa air temperature, 850hPa specific humidity, 500hPa geopotential height and zonal wind shear in winter. Then those 338 primary factors are reduced into 19 independent predictors by principal component analysis (PCA). Furthermore, the Multiple Linear Regression (MLR), the Gaussian Process Regression (GPR) and the Long Short-term Memory Networks and Fully Connected Layers (LSTM-FC) models are constructed relying on the above 19 factors. For three different kinds of test sets from 2010 to 2019, 2011 to 2019 and 2010 to 2019, the root mean square errors (RMSEs) of MLR, GPR and LSTM-FC between prediction and observations fluctuate within the range of 1.05-2.45, 1.00-1.93 and 0.71-0.95 as well as the average absolute errors (AAEs) 0.88-1.0, 0.75-1.36 and 0.50-0.70, respectively. As for the 2010-2019 experiment, the mean deviations of the three model outputs from the observation are 0.89, 0.78 and 0.56, together with the average evaluation scores 82.22, 84.44 and 88.89, separately. The prediction skill comparisons unveil that LSTM-FC model has a better performance than MLR and GPR. In conclusion, the deep learning model of LSTM-FC may shed light on improving the accuracy of short-term climate prediction about TC frequency. The current research can provide experience on the development of deep learning in this field and help to achieve further progress of TC disaster prevention and mitigation in Guangdong Province.  相似文献   

安徽胡家碾地区井中地电异常现象探讨     

王占孝  王显光 《山东地质》2012,(3):32-34

以岩石电性特征差异为基础的电测井,在金属矿产、地下水资源勘探中,发挥着重要的作用。在视电阻率测井装置中,地井系统是较为常用装置形式。通过安徽省胡家碾地区地质背景和钻孔地层以及对井中电法测量资料的分析对比,探讨了井中地电异常产生的原因及与寻找地下水的关系,认为井中负视电阻率异常与井中正自然电位异常相对应时,通常是寻找地下水的有利地段。  相似文献   

海口ZK26井多层位水温对比观测   总被引：1，自引：1，他引：0  

张慧  解晓静  叶向顶  刘阳  明穗花  郭南 《地震地磁观测与研究》2011,32(1):85-90

在系统清理海口ZK26井3个不同层位(-153 m、-336 m、-510 m)近10年观测资料对比的基础上,对比单井多层位水温动态多年趋势、年、月、日动态类型,并对其不同动态类型的成因及影响因素进行分析.对比观测结果表明,海口ZK26井不同层位的水温表现出不同的正常动态特征,与观测层位的水文条件、水力性质有着密切的联...  相似文献