Research on infiltration clogging effect and its application prospect in anti-seepage project

Clogging effect, as a new concept in geological engineering, is a phenomenon of permeability decreasing under seeping in reservoir dam foundation of the alluvial and diluvial deposits with deep and thick layer, coarse particle and high permeability in mountains-gully rivers of Tibetan Plateau. A clogging infiltration instrument has been designed successfully and a series of simulation tests have been done. Based on large amounts of data, it is confirmed that the existence of the clogging effect and the law of infiltration clogging is found out. Three indexes are proposed such as ＂optimal size of particle＂, ＂optimal size range of particle＂ and ＂characteristic pore＂, which are closely related with effect of infiltration clogging. The concept and results can offer a new idea to solve problems on anti-seepage of dam foundation in mountains-gully rivers environment and to study artificial clogging, meanwhile supplement of the concept of seepage deformation.     

Research on clogging mechanism of loose foundation

Combining with the indoor clogging tests of loose foundation in Tibet,the permeability clogging process of loose foundation was simulated based on particle flow method. Under the constant head of 2.2m, numerical micro-simulation was made in three cases,which was not adding any clogging materials,or adding the clogging materials with the diameter between 0.075-0.500 mm and 0.5-1 mm. The dynamic changes of fluid velocity,permeability coefficient,porosity and loss amount were recorded in the numerical simulation. The results have shown that fluid velocity and permeability coefficient decreased rapidly,when adding the clogging materials with the diameter between 0.5 mm and 1.0 mm. With seepage stability,fluid velocity value was very low. By using computer simulation in the two cases,we got that both cases induced clogging effect. Clogging effect was due to one of the interval of particles rather than one size,which could be seen in the phenomenon of the second case. To some extent,numerical method is useful in the study of clogging problems,which gave the same result obtained in laboratory test and simulation test. These data provided basis and reference for further study of clogging problems,and also provided a new method to study the micro-scale permeability clogging mechanism.     

Experimental study on simulation test instrument and its penetration performance of soil infiltration clogging

The three-dimensional seepage simulation test device for siltation dam foundation soil is a multifunctional penetration instrument which is designed for the simulation of infiltration clogging,seepage damage,and dam seepage and so on. This device is different from the traditional instruments for the rock and soil permeability. In order to verify the practicability of the device,the authors collected the soil samples for laboratory penetration test,observed the seepage damage phenomenon,and obtained the dynamic change curve of permeability coefficient and isopotential map of water pressure. At the same time,the Geostudio finite element software is used to simulate the steady seepage of the test device. By contrast of the isopotential maps between simulation and actual water pressures,it is found that they are approximately the same. It is proved that the test data of the device is scientific and reliable,reaching the results of the test and design purposes. The instrument can be used in many aspects of experimental study on soil seepage.     

土壤粒径的光谱响应特性研究

以实验室制备的5个不同粒径水平的土壤样本和室内高光谱数据为基础,通过对光谱数据进行重采样、数学变换等预处理并进行单因素方差分析、相关性分析和回归分析,探讨土壤粒径的高光谱特性,建立了光谱数据预测土壤粒径的校正模型。结果表明,土壤粒径对反射光谱有显著的影响,波长越长影响越大;在全波段范围内土壤粒径和光谱数据都呈负相关关系,对原始光谱数据进行微分变换能增加其与土壤粒径的相关性;以反射率一阶微分建立的回归模型为反演土壤粒径的最佳模型,其建模决定系数■、预测决定系数■、预测相对偏差RPD分别为0.666,0.653,2.043,预测均方根误差RMSE为0.175。     

高压喷射灌浆技术在强透水堤基处理中的应用

本文介绍了高压喷射灌浆技术在北江大堤强透水堤基处理中的应用．文中在分析堤基地层结构特征和物性指标的基础上，论述了高喷防渗墙的设计施工参数，根据已有围井检验结果，分析了各种地层高喷防渗墙的防渗效果，提出了用“单位渗水率”指标评价围封质量的新方法．文中根据大堤渗流观测资料和检验指标“单位渗水率”，建立了高喷防渗墙垂直截流堤基的渗流计算公式，并得出高喷防渗墙能有效地抑制住大堤堤基的渗流形变．     

反复入渗对重塑黄土渗透特性的影响

甘肃黑方台黄土经历长期的灌溉入渗破坏了其原生结构，改变了不同深度黄土的颗粒级配，影响了土体的力学性质。为研究反复灌溉入渗对坡体的影响，通过室内土柱渗透试验研究了反复入渗对甘肃黑方台黄土渗透特性的影响，并研究了渗透作用下黄土中细颗粒运移的规律与模式。研究表明:①水力梯度对渗透速率影响较小而干密度对渗透速率影响较大；随着入渗次数的增加，重塑黄土的渗透性能变弱；②黄土在渗流力的作用下，存在细颗粒沿渗流方向运移的现象，且细颗粒在土柱中上部聚集最多；③影响细颗粒运移的因素有:水力梯度、干密度和渗透次数；其中细颗粒的运移量与水力梯度、渗透次数呈正相关，与干密度呈负相关，且水力梯度是影响细颗粒运移的主要因素；④在渗透过程中，细颗粒运移堆积，最终填充土体内孔隙，导致黄土的渗透性下降。      

现行POLDER陆地气溶胶偏振反演算法对粒子尺度的敏感性分析

目前,偏振遥感已被用于气溶胶卫星和地基遥感中,其仅对小粒子敏感。本研究以2007-2008年间的POLDER(Polarization and Directionality of the Earth’s Reflectances)和AERONET(Aerosol Robotic Network)合肥站的气溶胶数据为研究对象,探讨了偏振遥感对气溶胶粒子尺度的敏感性。利用AERONET合肥站的尺度分布数据和折射指数数据,计算了不同尺度范围内气溶胶粒子的光学厚度,并与对应的POLDER反演结果作拟合,通过寻找最佳拟合对应的尺度范围确定偏振遥感敏感的粒子尺度。结果表明,偏振遥感并非对所有尺度的小模式气溶胶粒子都敏感,在865 nm波段,其敏感的气溶胶粒子上限半径约为0.3 μm左右。这一结果对指导气溶胶偏振遥感,以及理解和应用偏振遥感气溶胶产品等具有重要意义。     

Influence of permeation effect on themicrofabric of the slip zone soils: A case study from the Huangtupolandslide

This study aims to investigate the correlation between the permeation effect and microfabric of the slip zone soils with Huangtupo landslide in the Three Gorges Reservoir as the study case. Based on the permeability test and scanning electron microscope(SEM) images analysis, the fractal theory and probability entropy are used to quantify the characteristics of the remodeling specimens. First, the relationships between initial moisture content(IMC) and microstructure of the soil(percentage of particle area(PPA), pore roundness(Rp)) before and after permeability test are summarized. Then, the fractal dimension of the soil(pore distribution(Dpd), pore size(Dps)) are analyzed under the permeation effect. Based on the probability entropy, the entropy of pore(Ep) is used to characterize the porosity orientation, and the rose diagrams are used to show the particle orientation under the permeation effect. Finally, the relationship between the microstructure of the soil and its mechanical property is discussed. Results show that under the permeation effect, the microstructure of the soil has undergone tremendous changes. A flat long pore channel is formed. The order of the pore arrangement is enhanced, and soil particles switch the long axis to parallel infiltration direction to reach a new steady state. It can be inferred that the strength of soil would be weakened if the fractal dimension of soil pore decreases under any external environment.     

基于改进阻力系数法的悬挂式帷幕基坑渗流计算

帷幕结合基坑内降水的方案是深基坑工程中地下水控制的主要趋势,由于基坑渗流场的复杂性和尺度效应,业内尚无成熟且精确的解析计算方法。在分析悬挂式帷幕基坑与闸坝渗流场特点异同的基础上,对闸坝改进阻力系数法进行修正,提出了承压水条件下悬挂式帷幕基坑渗流段的分段方式,推导了新的考虑基坑特殊段"水平汇流段"的等效阻力系数计算公式,并将之拓展至含水层各向异性条件下,实现了悬挂式帷幕基坑涌水量和坑外水位降深的定量计算;最后,结合典型基坑案例,通过数值模拟验证了该方法的精确性。研究表明:经过合理分段、等效和修正处理后,改进阻力系数法在悬挂式帷幕基坑承压水渗流计算中,与数值法计算结果的相对误差能控制在5%以内,精度较高,且具有分段灵活、计算简单的优点,能适用于不同场地条件下基坑降水设计的计算。      

面向时空信息的智慧临沂建设实践

自智慧城市的概念提出以来,世界各国竞相开展智慧城市的研究和实践,国内各城市也迅速行动,纷纷开展智慧城市建设,以之作为转变发展方式、实现可持续发展的重要手段去推动。在智慧城市建设过程中,物联网、云计算、大数据、互联网+、移动互联等新技术取得了较大的发展进步和应用效果。该文在分析智慧城市概念和特征的基础上,介绍了测绘地理信息部门关于时空信息大数据和云平台建设的思路和关注点。梳理了智慧城市的总体框架,并对涉及的主要关键技术进行了分析。结合智慧临沂建设的实例,从基本情况、目标任务、主要内容、实现方式和实施进展等方面进行了详细介绍,并对智慧城市建设的重要作用进行了总结。智慧城市建设是一项复杂的系统工程,适合该地实际,能够切实解决该地实际问题的建设模式,才是智慧城市应该首要考虑的问题。     

Experimental study on large wood filtration performance by herringbone water-sediment separation structure

A herringbone water-sediment separation structure(hereinafter referred to as "herringbone structure") has been shown to be effective in separating coarse inorganic debris; however, less is known regarding the large wood(LW) filtration effect in this structure. This paper presents preliminary research on the wood filtration effect of the herringbone structure based on physical model tests.The results show that the herringbone structure exhibited effective performance in large wood size segregation, with a 100% component filtration rate for LW that diameter(D) larger than ribbed beam opening width(a). The total filtration rate also exceeded 80% when the Fraud number(Fr) is larger than 2.64 and increased with the increase of Fr. After exceeding Frmax, total filtration rate would be decreased due to overflow. Beside flow condition,structure parameters influence significantly on LW filtration rate. We attempt to explain the filtration process via particle contact trajectory and particle movement trajectory. The inclined angle of ribbed beam(γ) contributed the most variation to the filtration rate via influencing the coincidence with particle contact trajectory and particle movement trajectory. The high sensitivity coefficient of ribbed beam(θ) under relatively low Fr conditions implies remarkable influences on LW filtration effects by causing clogging problem. The ribbed beam opening width(a) together with LW diameter(D) influenced the size segregation performance.     

土壤有机质含量估测及其影响因素的光谱分析

 土壤颗粒大小差异使土壤反射光谱产生相应变化,影响土壤有机质含量等属性的光谱预测精度。本研究准备了颗粒粒径分别为2、0.25和0.15mm的土样,测定土壤有机质(Soil Organic Matter,SOM)含量,并于室内模拟条件下测定其反射光谱。通过分析不同粒径土样的原始(Raw)、多次散射校正(Multiple scattering correction, Msc)、一阶微分(First derivative, Fd)、连续统去除(Continuum removal, Cr)光谱与SOM含量之间的关系,筛选出与SOM含量相关性最强的Fd光谱单波段(2250nm, r=0.82, P<0.01),并建立线性回归模型;利用全波段光谱反射率,以偏最小二乘回归(Partial least square regression, PLSR)方法,确立2mm土样Msc处理光谱的PLSR模型为最优模型(RPD=3.56、R²=0.90、RMSEP=1.96g/kg)。土壤颗粒粒径对土壤光谱反射率变化有明显影响,但二者之间并非简单的线性关系,可能存在一个转折点;单变量(单波段光谱反射率)线性回归模型的预测能力,明显低于全波段反射光谱(Msc处理)-PLSR模型;土样样本容量对SOM含量预测精度有显著影响。因此,根据样本容量大小,选择合适的土壤颗粒粒径与光谱预处理方法组合可以提高预测精度。     

日照市海岸带海滩沉积物粒度特征及物源分析

根据日照市海岸带2个重点海滩所采集的样品,通过粒度、磁化率、主微量及稀土元素等方面的调查资料,综合分析了研究区沉积物类型、分布特征、搬运路径及物质来源。结果表明,研究区沉积物类型以砂为主,在平行海岸方向上,沉积物粒径自北至南由细变粗。在垂直海岸方向上,从滩肩到滩面再到低潮线处,沉积物粒径逐渐变细。海滨国家森林公园海滩的分选性要好于万平口海水浴场海滩。沉积物受黄海沿岸流影响,多自北向南运移。海滩中浅部物质的来源与陆内一侧基岩中斜长片麻岩和二长花岗岩的关系较为密切,深部物质的来源与靠海一侧基岩中花岗斑岩和花岗闪长岩的关系较为密切。     

����IPSO-BPģ�͵Ĵ�Ӷ�Դ�������Ԥ���뷴��

???????????????????IPSO??????????????????????м??????????????????????????????????????????????????????????????????????????????BP?????????γ?IPSO_BP??????????????????μ????????????????????????IPSO_BP???????????????Ч??????????????????????????????     

化探土壤样品省去研磨流程的研究

根据生产实践，采用不同的实验研究方法，论证了主要成晕元素在天然介质的粗细颗粒土壤中的分布、浓度、赋存状态及异常特征等都是基本相同的。因此，野外采集的较细颗粒的土壤样品不需再进行研磨，可直接进行过筛分析，既不影响找矿效果，又节约了时间和费用。     

Field experiment of rainfall infiltration on a soil slope and simulations based on a water-air two-phase flow model

Rainfall infiltration on a soil slope is usually an unsaturated seepage process that can be described by a water-air two-phase flow model. The effect of pore air pressure on rainfall infiltration has been widely recognized and validated by means of numerical simulations and laboratory experiments. However, whether a slope can actually seal pore air continues to be debated by researchers. In this study, a water-air two-phase flow model is used to simulate the rainfall infiltration process on a soil slope, and a field experiment is conducted to realistically test the sealing conditions of a slope. According to the numerical simulation, the areas of water and air flow in and out on the slope surface are relatively stable and can be classified as the "inhalation zone" and "overflow zone", respectively. Intermittent rainfall on the soil slope has an amplifying effect on pore air pressure because rainfall intensity is usually at the millimeter level, and it causes pore air pressure to reach the cm level. A field experiment was performed to determine whether a slope can realistically seal pore air and subsequently verify the regularity of rainfall infiltration. Air pressure sensors were buried in the slope to monitor the pore air pressures during the rainfall process. The monitoring results show that the pore air pressure in the slope changed, which indicates that the slope can seal air. Moreover, the amplification effects of intermittent rainfall on pore air pressure were observed for natural rainfall, which agrees well with the numerical simulation results.     

底拖网网目长度和网线粗度的确定

提出了“网衣理论总强度”、“网衣相对强度”两个概念。解决了底拖网设计中根据母型例或设计参考网初步确定设计网网口网线粗度的问题。并根据“网衣理论总强度”和“网衣相对强度”概念统计出我国沿海各种渔船主机功率的底拖网各部位网衣理论总强度和网衣相对强度数字范围,为我国底拖网设计网目长度与网线粗度之间关系的处理提供了理论依据。     

A contrast analysis on the load character of the Changjiang River and the Huanghe River

Ｉ．ＧＲＡＩＮＳＩＺＥＯＦＬＯＡＤ１．ＧｒａｉｎＳｉｚｅｏｆＬｏａｄｆｒｏｍｔｈｅＨｕａｎｇｈｅＲｉｖｅｒＴｈｅｓｕｓｐｅｎｄｅｄｌｏａｄｓａｍｐｌｅｄｆｒｏｍｔｈｅＨｕａｎｇｈｅＲｉｖｅｒｍａｉｎｌｙｃｏｍｐｒｉｓｅｓｓｉｌｔｗｈｏｓｅｃｏｎｔｅｎ...     

海洋科学的前沿-“数字海洋”

本文所提出的“数字海洋”,系基于当前世界各国极为关注的“数字地球”发展前景 ,其事关我国海洋科学进入21世纪信息时代所面临的挑战和机遇。对此,从“数字地球”概念及其所涉及的新理论和高新技术 ,到中国“数字地球”中的“数字海洋”有待顺应发展,作了概述。同时 ,重点就“数字海洋”技术与目标和建设的设想等作了探讨。     

Fish Assemblage Responses to a Low-head Dam Removal in the Lancang River

Dam removal is becoming an effective approach for aquatic biodiversity restoration in damming river in order to balance the aquatic ecosystem conservation with large-scale cascade damming. However, the effects of dam removal on fish communities in Asian mountainous rivers, which are dominated by Cypriniformes fishes, are still not well known. To determine whether dam removal on a mountainous river benefit restoration of fish diversity, we investigated the response of fish assemblage to dam removal using a before-after-control-impact design in two tributaries of the Lancang River(dam removal river: the Jidu River, and control river: the Fengdian River). Fish surveys were conducted one year prior to dam removal(2012) and three years(2013–2015) following dam removal. We observed rapidly and notably spatio-temporal changes in fish biodiversity metrics and assemblage structure, occurring in the Jidu River within the first year after dam removal. Overall, fish species richness, density and Shannon-Wiener diversity all increased immediately in above-and below-dam sites, and maintained a stable level in subsequent years, compared to unchanged situation in the control river. All sites in the Jidu River experienced shifts in fish composition after dam removal, with the greatest temporal changes occurred in sites below-and above-the former dam, resulting in a temporal homogenization tendency in the dam removed river. These findings suggest that dam removal can benefit the recovery of habitat conditions and fish community in Asian mountainous rivers, but the results should be further evaluated when apply to other dammed rivers since the dam age, fluvial geomorphology and situation of source populations could all affect the responses of fish assemblages.