船闸泄水作用下引航道中动水冲沙规律          下载免费PDF全文

徐进超  李云  宣国祥  刘本芹  金英 《水科学进展》2016,27(2):186-195

结合工程实际,研究利用船闸泄水进行下游引航道清淤,对减少清淤成本、提高通航效率有着重要的工程价值。建立枢纽及船闸下游引航道的二维水沙数学模型,采用已有模型试验对水流场和泥沙场进行验证。研究引航道及口门区的泥沙淤积规律,在此基础上,分析船闸输水系统的水力特性,研究了不同冲刷流量、冲刷时间和初始淤积厚度下引航道及口门区的冲刷效果,得出船闸泄水量与引航道及口门区最大淤积厚度的关系。结果表明,在同一初始淤积地形和冲刷流量下,引航道及口门区的最大淤积厚度与冲刷时间呈线性变化,冲刷流量越大,泥沙厚度下降的斜率越大。淤积厚度低于一定值后,随冲刷时间的增加,冲刷效果开始减弱。  相似文献   

赣北红土区工程堆积体坡面水动力特性   总被引：1，自引：0，他引：1       下载免费PDF全文

王雪松  陈曦  马洪超  谢永生 《水科学进展》2016,27(3):412-422

为探明锥状工程堆积体坡面薄层水流剥蚀率与水力要素之间的关系, 室内模拟赣北红土区散乱锥状工程堆积体。通过人工降雨试验, 设计4种降雨强度(1.0~2.5mm/min)和3种砾石含量(10%~30%)完全组合。采用灰色关联度分析法, 评估坡面水力参数与土壤剥蚀率之间的关联度。结果表明:① 在试验条件下, 坡面水流功率与土壤剥蚀率呈幂函数关系;② 当堆积体砾石含量一定时, 以降雨强度为变量能反映堆积体坡面水力参数与土壤剥蚀率之间的关联度;③ 当降雨强度一定时, 大雨强下(≥1.5mm/min)堆积体砾石含量不宜作为灰色关联度分析的变量。综上所述, 水流功率是描述赣北红土区锥状工程堆积体侵蚀过程的最佳水力参数, 可用于建立堆积体侵蚀物理模型。  相似文献   

基于变动范围法(RVA)的信江水文改变及生态流量研究   总被引：2，自引：0，他引：2       下载免费PDF全文

刘贵花  朱婧瑄  熊梦雅  王点  齐述华 《水文》2016,36(1):51-57

选择信江下游梅港站1950~2010年日径流量,根据流域大型水库界牌枢纽运行时间将梅港站径流序列分为建库前(1953~2001)和建库后(2002~2010)两个时段。采用变动范围法(Range of Variability Approach,简称:RVA)分析水库运行对下游梅港站流域生态水文指标改变度,并分析了信江下游生态流量。研究表明:33个水文指标有22个发生中高度改变,11个指标发生低度改变,其水文综合改变度为0.51,属于中度改变;梅港站生态流量值均在RVA阈值内,基本能够保持河流稳定流量,但2月、7~9月及12月河道生态流量大于RVA下限。可适量增大水库下泄水量,降低对下游河段生态系统的威胁。  相似文献   

钻孔压水试验水压式栓塞排水泄压问题研究          下载免费PDF全文

裴熊伟 《探矿工程》2016,43(3):56-59

压水试验水压式栓塞较其他类型栓塞可靠、灵活,但一直存在试验结束后排水泄压难题,使该类型栓塞使用局限于浅孔及地下水位高的钻孔。本文对该问题进行了研究,提出了解决方案,设计了新型水压式栓塞结构。解决了一直以来水压式栓塞的排水泄压难题,突破了试验孔深限制,使水压式栓塞能得到广泛应用。介绍了该新型水压式栓塞的结构和工作原理以及工程应用效果。  相似文献   

极端波浪条件下黏土质斜坡海床稳定性解析   总被引：1，自引：1，他引：0  

年廷凯  刘敏  刘博  郑德凤  宋雷  印萍 《海洋工程》2016,34(4):9-15

海洋资源开发引起海底软黏土的结构性破坏,导致土体强度弱化,在百年一遇的极端波浪作用时极易发生斜坡海床的局部失稳甚至大范围海底滑坡,给海洋工程建设和正常运营带来严重影响。目前,主要采用极限平衡法评价这类海底斜坡,但该法只能给出近似解。基于极限分析上限方法,推导了极端波浪诱发的波压力对斜坡海床的做功功率,建立了外力功与内能耗散率平衡方程;利用最优化方法,结合数值积分和强度折减技术,求解了不同时刻的斜坡海床稳定性系数,并针对扰动后的斜坡海床开展了有限元解的对比验证。在此基础上,深入探讨了不同波浪参数(波长、波高和水深)和坡长小于一个波长等极端条件下的海底斜坡稳定性。  相似文献   

Land-surface segmentation as a method to create strata for spatial sampling and its potential for digital soil mapping     

L. Drăguţ  A. Dornik 《International journal of geographical information science》2016,30(7):1359-1376

Sampling efforts are constrained by limited availability of resources. Therefore, methods to reduce the number of samples, while still achieving reasonable accuracy are needed. Land-surface segmentation (LSS) has proven a powerful technique to partition digital elevation models (DEMs) and their derivatives into relatively homogeneous areas, which can be further employed as support in soil sampling. Though topography is one of the main soil forming factors, a robust assessment of the potential of this technique to digital soil mapping (DSM) is still missing. In this study, we aimed at evaluating the potential of LSS in stratifying a landscape into relatively homogeneous areas, which can be used as strata for guiding the selection of sampling points in DSM. The experiments were carried out in two study areas where soil samples were available. Land-surface derivatives were derived from DEMs and segmented with a tool based on the multiresolution segmentation algorithm, into objects considered as homogeneous soil-landscape divisions. Thus, one sample was randomly selected within each segment from the existing sample data, based on which predictions of soil classes/sub-orders and properties, i.e. soil texture and A-horizon thickness, were made. Results were compared with predictions based on simple random sampling (SRS) and conditioned Latin hypercube (cLHS). The segmentation-based sampling (SBS) scheme performed better than SRS and cLHS schemes in predicting the A-horizon thickness, soil texture fractions and soil classes, showing a high potential of LSS in stratifying a landscape for the purposes of DSM. The novelty of this study is in the way strata are constructed, rather than in the sampling design itself. Further research is needed to demonstrate the value of a SBS design for practical use. The analyses presented here further highlight the importance of considering locally adaptive techniques in optimization of sampling schemes and predictions of soil properties.  相似文献   

Possibilities of land use change analysis in a mountainous rural area: a methodological approach     

Szilárd Szabó  László Bertalan  Ágnes Kerekes  Tibor J. Novák 《International journal of geographical information science》2016,30(4):708-726

Decreasing population density is a current trend in the European Union, and causes a lower environmental impact on the landscape. However, besides the desirable effect on the regeneration processes of semi-natural forest ecosystems, the lack of traditional management techniques can also lead to detrimental ecological processes. In this study we investigated the land use pattern changes in a micro-region (in North-Eastern Hungary) between 1952 and 2005, based on vectorised land use data from archive aerial photos. We also evaluated the methodology of comparisons using GIS methods, fuzzy sets and landscape metrics. We found that both GIS methods and statistical analysis of landscape metrics resulted in more or less the same findings. Differences were not as relevant as was expected considering the general tendencies of the past 60 years in Hungary. The change in the annual rate of forest recovery was 0.12%; settlements extended their area by an annual rate of 3.04%, while grasslands and arable lands had a net loss in their area within the studied period (0.60% and 0.89%, respectively). The kappa index showed a smaller similarity (~60%) between these dates but the fuzzy kappa and the aggregation index, taking into account both spatial and thematic errors, gave a more reliable result (~70–80% similarity). Landscape metrics on patch and class level ensured the possibility of a detailed analysis. We arrived at a similar outcome but were able to verify all the calculations through statistical tests. With this approach we were able to reveal significant (p < 0.05) changes; however, effect sizes did not show large magnitudes. Comparing the methods of revealing landscape change, the approach of landscape metrics was the most effective approach, as it was independent of spatial errors and ensuring a multiple way of interpretation.  相似文献   

Leachate studies on fly ash-stabilised expansive clay liners     

M. Uma Shankar 《Geomechanics and Geoengineering》2016,11(2):114-118

This paper presents leachate studies on fly ash-stabilised expansive clay liners. Fly ash in different contents (0%, 10%, 20% and 30%) by dry weight of the expansive clay was added to the clay, and the ash-clay blend was compacted as a liner overlying a compacted lateritic clay layer. Deionised water (DIW) and calcium chloride (CaCl₂) solutions of varying concentration (5 mM, 10 mM, 20 mM, 50 mM, 100 mM and 500 mM) were used as the permeating fluids in the leachate studies. Chemical analysis of the leachate was performed. For a given CaCl₂ concentration, the concentrations of both calcium ion and chloride ion in the leachate decreased up to a fly ash content of 20%, and thereafter they increased when the fly ash content was increased to 30%. Further, for a given fly ash content, concentrations of calcium ion and chloride ion increased with increasing CaCl₂ concentration.  相似文献   

Geotechnical Hybrid Simulation to Investigate the Effects of the Hydraulic Conductivity on One-Dimensional Consolidation Settlement     

Youngcheul Kwon 《Marine Georesources & Geotechnology》2016,34(3):219-233

Difficulties in the prediction of time-distribution of consolidation settlement will be introduced by using the Murayama test embankment case of Japan. In particular, it will be discussed why the prediction of consolidation rate is difficult in multi-layered soil with complex and variable mechanical properties like organic soil or peat. It can be inferred that uncertainties, which are embedded intricately in the consolidation problem as well as given ground condition, would be major causes for consolidation settlement. After that, the author focused on the movement of pore water under the various conditions of hydraulic conductivity in the soils, and how it can affect the time-distribution of the consolidation settlement. For the applied key methodology on the consolidation settlement problem, we propose the hybrid consolidation simulation controlling the movement of pore water with high accuracy and, finally, the aim of this article is to discuss the methodological approaches obtained by the study, including the basic concept and accurate movement of pore water under various conditions of soil layers and hydraulic conductivity.  相似文献   

Numerical Analysis of Gravity Coring Using Coupled Eulerian-Lagrangian Method and a New Corer     

Huawei Qin  Zhen Cai  Jianjun Wang  Wei Ye  Ying Chen 《Marine Georesources & Geotechnology》2016,34(5):403-408

The shortcomings of gravity corers in sampling marine sediments have been observed extensively in various field tests. In order to optimize the coring, this article provides an alternative numerical way to model the gravity coring and analyze the sampling effect. Based on this analysis, a new hydraulic hammer corer is devised. A coupled Eulerian-Lagrangian method with capability of simulating the problem involving extreme deformation, penetration is used to simulate the coring process. The results show that the hydrostatic pressure and deviator stress increase and reach their peak when the pile tip is slightly above or at the level of the observation point and then drop rapidly when the pile tip slides below the observation point. In addition, the stress path indicates that the soil element sustains plastic compression before yielding and then expands until recovering to the original state. The obvious “under-sampling” phenomenon is also well-captured by the finite element model.  相似文献