纳米塑料颗粒在饱和多孔介质中的迁移规律

针对纳米塑料颗粒在饱和多孔介质中的迁移及其影响因素, 以纳米聚苯乙烯(PSNPs)作为典型纳米塑料颗粒, 通过实验和理论相结合的方法研究纳米塑料颗粒的迁移规律。以经典DLVO理论计算出PSNPs与石英砂颗粒之间的相互作用能, 分析预测PSNPs与石英砂之间的吸附、聚沉。在柱实验中, 以石英砂作为多孔介质填充到砂柱中, 让PSNPs在一维饱和砂柱中迁移, 研究不同条件下PSNPs的迁移行为和影响因素。结果表明, 当离子强度由1 mmol/L增至50 mmol/L(电解质为NaCl), PSNPs与石英砂颗粒之间的相互作用能的势垒则从215.13 KT逐渐降低至45.9 KT使得PSNPs更易于吸附在石英砂介质表面, 从而降低PSNPs在多孔介质中的迁移能力, PSNPs的穿透率由62.16%降至3.65%。当离子强度由0.1 mmol/L增至5 mmol/L(电解质为CaCl₂)时, 势垒则由33.72 KT降至14.03 KT, PSNPs的穿透率从82.46%降至4.27%。这些实验现象说明增加离子强度对PSNPs的穿透起到抑制作用, 且Ca2+比Na+具有更强的电荷屏蔽作用。同时提高PSNPs的初始浓度、流速和介质粒径均可增大PSNPs的穿透率, 而大粒径PNSPs颗粒的穿透率则较小。研究中构建了PSNPs实际运移与理论之间的关系, 进一步推进PSNPs的环境行为和机理研究, 为系统全面评价纳米塑料颗粒在土壤-地下水中的环境风险和生态安全提供科学依据。      

滨海含水层胶体絮凝导致地层损害的实验研究

滨海含水层地层损害是指淡水驱替咸水过程中,释放后的黏土胶体发生絮凝沉降,导致地层孔隙被堵塞,引起含水介质的渗透性降低的现象。该文通过絮凝沉降实验和定流速砂柱实验,分析不同离子强度和阳离子价态(一价、二价)对胶体絮凝沉降的影响,结果表明:NaCl作为电解质时,絮凝发生的离子强度范围在0.032~0.034 mol/L之间,絮凝时间从82 min减少至39 min;而电解质为CaCl 2,离子强度为0.006 mol/L时,胶体的絮凝时间仅需6 min;钙钠比越高,黏粒絮凝发生的越快。砂柱实验结果显示,含水介质渗透性会随着电解质溶液的离子强度增加和阳离子价态的升高快速降低。当电解质为NaCl,离子强度分别为0.054 mol/L和0.017 mol/L时,含水介质渗透性降低20%所需时间分别为15 min和50 min;当电解质为CaCl2,离子强度为0.011 mol/L时,含水介质渗透性降低20%仅需5 min。因为高离子强度和高价阳离子可以加速胶体絮凝,多孔介质的孔吼更容易发生堵塞,研究成果对降低滨海含水层的地层损害有一定的实际应用价值。     

多孔介质中酚醛树脂冻胶动态成胶规律

为认识酚醛树脂冻胶在多孔介质中动态成胶行为,通过测定黏度和注入压力随成胶时间的变化,研究酚醛树脂冻胶在安瓿瓶和多孔介质中的静态成胶及多孔介质中动态成胶过程;考察聚合物和交联剂质量分数对成胶时间和冻胶强度的影响.结果表明:静态条件下,酚醛树脂冻胶在多孔介质中的初始和最终成胶时间分别为安瓿瓶内成胶的1～1.5倍和1.5～2倍;多孔介质中,动态初始和最终成胶时间分别为静态条件下的2倍和2～3倍;随聚合物和交联剂质量分数增大,成胶时间缩短,冻胶强度增大,但在成胶过程中冻胶向深部运移的能力降低.后续水驱结果表明:动态成胶过程中,冻胶封堵位置主要集中在岩心入口端,封堵率达99.8%以上;只有当酚醛树脂冻胶可以在多孔介质中产生明显的运移时,冻胶体系才具有深部调剖的能力;当多孔介质的渗透率为8μm2左右,HPAM质量分数小于0.2%,酚醛树脂预聚体质量分数小于0.6%时,冻胶可以进行深部调剖.多孔介质中静态成胶形成的为整体冻胶,而动态成胶形成的为分散的冻胶颗粒.     

A Laboratory Column Study on Particles Release in Remediation of Seawater Intrusion Region

In coastal areas, excessive exploitation of groundwater causes seawater intrusion. In artificial recharge of aquifer remediation process, the replacement of saltwater and freshwater with each other causes colloid release, and permeability also decreases. In this paper, the aquifer samples containing minimal clay mineral(mainly illite) in Dagu River aquifer were used. Adopting horizontal column experiments, we studied the influences of seepage velocity and ionic strength on particle release, as well as the relationship between them. In the column experiments, the Critical Salt Concentration(CSC) of the Dagu River aquifer was determined as 0.05 mol L~(-1) approximately. This result was basically consistent with the DLVO theoretical calculation. For the constant seepage velocity, the salinity descending rate and partical release were slower, and the peak of particle concentration was lower. However, the total amount of released particles was almost constant at different salinity descending rate. For constant salinity descending rates, the peak of particle concentration decreased as seepage velocity increased, but the total amount of released particles rose up. The experiments also indicated the existence of a critical seepage velocity, which dropped with the decrease of salt concentration. When the concentration of Na Cl solution decreased from 0.17 mol L~(-1) to 0.06 mol L~(-1), the critical seepage velocity decreased from 3 cm min~(-1)to 2.5 cm min~(-1), which is consistent to the results predicted by DLVO theory.     

A review of colloid transport in fractured rocks

Recent recognition of colloid and colloidassociated transport of strongly sorbing contaminants in fractured rocks highlights the importance of exploring the transport behavior of colloids under conditions prevailing in the field.The rapid transport of colloids through fractured rocks-as affected by the hydraulic properties of the flow system,the properties of fracture surface and the geochemical conditionshas not been sufficiently elucidated,and predictions of colloid transport through fractures have encountered difficulties,particularly at the field scale.This article reviews the current understanding of the mechanisms and modeling of colloid transport and retention in fractured rocks.Commonly used experimental techniques and approaches for conducting colloid transport experiments at different scales,ranging from the laboratory to the field scale,are summarized and commented upon.The importance of various interactions(e.g.,dissolution,colloid deposition,generation,mobilization and deposition of filling materials within fractures) between the flowing solution and the fracture walls(in many cases,with skin or coating on the host rock at the liquid-solid interface) has been stressed.Colloid transport through fractures of high heterogeneity has not yet been well understood and modeled at the field scale.Here,we summarize the current knowledge and understanding accumulated in the last two decades in regard to colloid and colloidassociated transport through fractures.Future research needs are also discussed.     

Research on the critical conditions for clay particle release during saline aquifer freshening process

Water sensitivity phenomenon occurs during saline aquifer freshening process in seawater intrusion area, and clay particles released in the phenomenon can damage the infiltration capacity of the aquifer. In order to find out the factors and mechanisms for clay particle release, laboratory column infiltration experiments simulating saline aquifer freshening process were designed to measure the critical conditions(critical flow velocity, critical salt concentration and critical ionic strength) and force analysis for clay particle according to DLVO electric double layer theory was employed to illustrate the mechanisms for particle release. The research results showed that critical flow velocity for clay particle release is influenced by salt concentration of injecting solution. When salt concentration of injecting solution is very high, clay particles are not released, indicating that there does not exist a critical flow velocity in this situation. As salt concentration of injecting solution decreases, particles start to be released. The critical salt concentration for clay particle release is 0.052 mol L-1 in our work, which was determined by a constant-flux experiment for stepwise displacement of high concentration Na Cl solution. The critical ionic strength for clay particle release decreases as Ca2+ molar content percentage of the mixed solution of Na Cl and Ca Cl2 increases following the first-order exponential decay equation y = 0.0391e-0.266 x + 0.0015.     

Effect of substrate component on the growth and survival of juvenile sunray surf clam (<Emphasis Type="Italic">Mactra chinensis</Emphasis> Philippi)

Substrate is a critical environmental factor affecting the activity of bivalves. To examine the effect of the substrate component on the growth and survival of juvenile sunray surf clam(Mactra chinensis Philippi), a series of short-term experiments were conducted using a variety of substrates with different ratios of sand to mud. The experimental group cultured without substrate showed poor survival, with all juveniles died after day 20. The juveniles cultured in mud without sand showed a lower survival rate(25.54% ± 0.40% on day 45) than those in other groups. The juveniles cultured in sand without mud, or the mixtures of sand and mud with a ratio of 1:1 and 2:1, respectively, exhibited modest survival at day 45. Maximal weight gain rate(WGR), shell length growth rate(LGR), and specific growth rate(SGR) were observed when the sand concentration was 61.97%, 77.69%, and 64.64%, respectively. As the fast growth and high survival were observed when the sand to mud ratio was 1:1(50% sand) and 2:1(67% sand), a sand concentration of more than 50% is optimal. The optimal concentration of sand in the substrate for rearing juvenile sunray surf clams was 67% which resulted in the fastest growth and highest survival. These results can be used to developing a nursery/farming technique of improving the yield of sunray surf clams.     

Composition,diversity and distribution of tree species in response to changing soil properties with increasing distance from water source – a case study of Gobind Sagar Reservoir in India

Construction of big dams on rivers develops artificial lakes or water reservoirs which conceive alterations in soil properties of the upstream catchment area. An undulating topography and freckly soil properties cause ups and downs in tree diversity, composition and distribution. The study aimed to evaluate the effect of Gobind Sagar reservoir on soil properties relative to the distance from it and assess its effect on tree diversity, evenness and their distribution in tropical and subtropical forests. Based on data analysis it was found that the soil moisture and organic carbon decreased along with increasing distance from the reservoir. It played a significant role in varying tree diversity. The sites distributed within0-2 km showed significantly higher α and β-diversity indices. Tree species richness and diversity indices showed a strong correlation(p 0.05) with soil moisture and organic carbon content. Simpson's and Mc Intosh evenness indices showed a strong negative correlation with soil bulk density. Indirect Detrended Correspondence Analysis(DCA) identified soil moisture and soil organic carbon as two major environmental gradients that influenced tree diversity and their distribution in five tropical and four subtropical forests in an upstream catchment of the reservoir. Mixed forests inhabited moist sites andAcacia-Pinus forests showed an inclination to dry areas. Canonical Correspondence Analysis(CCA)revealed that the tree species in tropical forests were mainly affected by driving forces such as soil moisture,organic carbon and bulk density whereas, in subtropical forest tree species were influenced by elevation, soil p H, EC and clay content.     

塔中地区顺9井区柯坪塔格组黏土膜成因及其油气地质意义

为寻觅致密砂岩储层中发育的优质储层提供理论依据,分析铸体薄片鉴定、扫描电镜资料、结合压汞及物性资料.结果表明:塔里木盆地塔中顺9井区志留系柯坪塔格组沥青砂岩中发育的黏土矿物薄膜形成于成岩早期(同生成岩期),以自生式为主,含少量原生式黏土膜;黏土膜的发育与分布受到沉积作用、成岩环境及成岩温压系统的共同控制,早成岩期(同生期)发育的黏土膜在中—低压实强度下对储层的孔隙保护具有一定的建设性作用,因其占据一定的孔喉空间,又降低储层的渗透率,随着埋深增大,黏土膜矿物成分也逐渐向伊利石转化并分布在孔隙中,伊利石赋存状态也由蜂窝状变为毛发状、丝网状及搭桥状,分割甚至堵塞孔隙,使得储层砂体渗透率大幅度降低;沉积环境中的沉积微相对黏土膜发育与分布的控制体现在中—下临滨微相中黏土膜较为常见,而在上临滨—前临滨微相中,因水体的淘洗降低储层砂体中的泥质含量,黏土膜不发育,储层砂体中的黏土膜含量制约储层质量,发育黏土膜的井段储层孔隙度大于不发育黏土膜的井段,黏土膜含量在0.5%～5.0%井段的储层孔隙度要好于黏土膜含量超过5.0%井段的.     

Difference in organic carbon contents and distributions in particle-size fractions between soil and sediment on the Southern Loess Plateau,China

The purpose of this study was to assess the effect of long-term cultivation and water erosion on the soil organic carbon （OC） in particle-size fractions. The study site is located at Nihegou Watershed in the Southern Loess Plateau, China. The soil at this site is loess with loose and silty structure, and contains macropores. The results showed that the OC concentrations in sediments and in the particle-size fractions of sediments were higher than those in soils and in the particle-size fractions of soils. The OC concentration was highest in the clay particles and was lowest in the sand particles. Clay particles possessed higher OC enrichment ability than silt and sand particles. The proportions of OC in the silt fractions of soil and sediment were the highest （mean value of 53.87% and 58.48%, respectively）, and the total proportion of OC in the clay and silt fractions accounted for 96% and 98% of the total OC in the soil and sediment, respectively. The loss of OC was highest in silt particles, with an average value of 0.16 Mg ha^-1 y^-1, and was lowest in the sand （0.003 Mg ha^-1 y^-l）. This result suggests that the fine particle-size fraction in the removed sediment may be an important indicator to assess soil OC losses.     

冲击作用下饱和土性状的试验研究

在三轴条件下,对饱和土(砂土和黏土)进行排水与不排水条件下的冲击试验及冲击后再固结试验,对比研究了不同渗透性土在不同排水条件下的冲击动力响应和冲击后再固结性状.结果表明:饱和黏土不排水冲击时的孔隙水压力随冲击击数增加而升高并逐渐稳定,排水冲击时的孔隙水压力则是先达到峰值然后有所下降;砂土不排水冲击时的冲击能量对孔隙水压力影响最明显;饱和砂土不排水冲击时的轴向应变与冲击击数呈近似线性关系,饱和黏土冲击及饱和砂土排水冲击则呈近二次曲线关系;饱和砂土不排水冲击后再固结阶段的孔隙水压力立即消散为0,同时体变迅速增大到一定值;饱和黏土在冲击后再固结阶段的孔隙水压力在一定时间内逐渐消散完毕,同时体变逐渐增大;饱和黏土排水冲击时,冲击阶段产生的体变占冲击引起总体变的39%~49%,冲击后再固结阶段产生的体变占51%~61%;砂土和黏土的总体变均表现为排水冲击明显大于不排水冲击,改善冲击时的排水条件有利于提高加固效果.     

Landslides & debris flows formation from gravelly soil surface erosion and particle losses in Jiangjia Ravine

Gravelly soils are made up of gravel, sand, silt and clay. They are widely used in engineering applications such as rock-fill dams with clay cores, which are the main researches at present. The strength and mechanical properties of the gravelly soils are affected by the content of coarse grain, fine particles, and their adhesive states. These Properties can be verified by laboratory unconsolidated undrained triaxial tests with grain size less than 5 mm and by large scale direct-shear tests with original grain content. Fine particles of the loose gravelly slopes are released under rainfalls, alternated the structures and mechanical properties, even affected the slope stability. There are a series of large scale direct-shear tests with different coarse grain contents to study the influence of fine particles releasing and migration, results showed the strength behavior of the gravelly soils were affected by the coarse grain content （5） and the inflection coarse grain contents. In order to study the erosion features of the gravelly soil slopes on rainfall conditions and the slopes stability alteration, we had carried out one sort of artificial rainfall local and model experiments, the runoff sediment contents were monitored during the experiments. Result showed that the shapes of the slopes surface transformed periodically, runoff sediment contents were divided into five phases according to the experiment phenomena, runoff sediment contents maintained downtrend during the rain time and the downtrend was obviouslyinterpreted by one descend belt no matter the rainfall intensity and the slope angels. Particle size analysis released the deposit on the slope surface lost almost all of the clay, most of the silt and sand after the experiments, this meant the fine particles releasing, migration and accumulation process on condition of rainfall resulted in the instability factor of the slopes even induced landslide or debris flow.     

Effects of Anthropogenic Disturbance on Sediment Organic Carbon Mineralization Under Different Water Conditions in Coastal Wetland of a Subtropical Estuary

The changes in soil organic carbon(C) mineralization as affected by anthropogenic disturbance directly determine the role of soils as C source or sink in the global C budget. The objectives of this study were to investigate the effects of anthropogenic disturbance(aquaculture pond, pollutant discharge and agricultural activity) on soil organic C mineralization under different water conditions in the Minjiang River estuary wetland, Southeast China. The results showed that the organic C mineralization in the wetland soils was significantly affected by human disturbance and water conditions(P 0.001), and the interaction between human disturbance activities and water conditions was also significant(P 0.01). The C mineralization rate and the cumulative mineralized carbon dioxide-carbon(CO_2-C)(at the 49th day) ranked from highest to lowest as follows: Phragmites australis wetland soil aquaculture pond sediment soil near the discharge outlet rice paddy soil. This indicated that human disturbance inhibited the mineralization of C in soils of the Minjiang River estuary wetland, and the inhibition increased with the intensity of human disturbance. The data for cumulative mineralized CO_2-C showed a good fit(R~2 0.91) to the first-order kinetic model C_t = C_0(1 – exp(–kt)). The kinetic parameters C_0, k and C_0 k were significantly affected by human disturbance and water conditions. In addition, the total amount of mineralized C(in 49 d) was positively related to C_0, C_0 k and electrical conductivity of soils. These findings indicated that anthropogenic disturbance suppressed the organic C mineralization potential in subtropical coastal wetland soils, and changes of water pattern as affected by human activities in the future would have a strong influence on C cycling in the subtropical estuarine wetlands.     

Global water vapor content decreases from 2003 to 2012: An analysis based on MODIS data

Water vapor in the earth′s upper atmosphere plays a crucial role in the radiative balance, hydrological process, and climate change. Based on the latest moderate-resolution imaging spectroradiometer(MODIS) data, this study probes the spatio-temporal variations of global water vapor content in the past decade. It is found that overall the global water vapor content declined from 2003 to 2012(slope b = –0.0149, R = 0.893, P = 0.0005). The decreasing trend over the ocean surface(b = –0.0170, R = 0.908, P = 0.0003) is more explicit than that over terrestrial surface(b = –0.0100, R = 0.782, P = 0.0070), more significant over the Northern Hemisphere(b = –0.0175, R = 0.923, P = 0.0001) than that over the Southern Hemisphere(b = –0.0123, R = 0.826, P = 0.0030). In addition, the analytical results indicate that water vapor content are decreasing obviously between latitude of 36°N and 36°S(b = 0.0224, R = 0.892, P = 0.0005), especially between latitude of 0°N and 36°N(b = 0.0263, R = 0.931, P = 0.0001), while the water vapor concentrations are increasing slightly in the Arctic regions(b = 0.0028, R = 0.612, P = 0.0590). The decreasing and spatial variation of water vapor content regulates the effects of carbon dioxide which is the main reason of the trend in global surface temperatures becoming nearly flat since the late 1990 s. The spatio-temporal variations of water vapor content also affect the growth and spatial distribution of global vegetation which also regulates the global surface temperature change, and the climate change is mainly caused by the earth's orbit position in the solar and galaxy system. A big data model based on gravitational-magmatic change with the solar or the galactic system is proposed to be built for analyzing how the earth's orbit position in the solar and galaxy system affects spatio-temporal variations of global water vapor content, vegetation and temperature at large spatio-temporal scale. This comprehensive examination of water vapor changes promises a holistic understanding of the global climate change and potential underlying mechanisms.     

孤岛馆陶组注水开发储层性质动态变化特征研究

综合利用取心资料、实验室分析化验数据和矿场动态测井资料，研究了孤岛油田低含水期、中高含水期、特高含水期馆陶组砂岩油层岩性、物性、含油性和电性的变化特征。经过长期的注水开发，造成油层泥质含量、碳酸盐含量、含油饱和度和束缚水饱和度降低，平均孔隙直径增大，岩石粒度中值提高，导致渗透率、孔隙度增大。在物性总体增大的同时，孔渗参数的分异度增加；同时，也会由于水敏和速敏的影响使物性变差。声波时差和自然电位、感应电阻率都发生了明显变化，不同岩性的储层参数变化程度有差异，粉砂岩的变化程度小于细砂岩。     

Seasonal variation and principle of cyanobacterial biomass and forms in the water source area of Chaohu City,China

We investigated seasonal variations in cyanobacterial biomass and the forms of its dominant population(M. aeruginosa) and their correlation with environmental factors in the water source area of Chaohu City,China from December 2011 to October 2012. The results show that species belonging to the phylum Cyanophyta occupied the maximum proportion of phytoplankton biomass,and that the dominant population in the water source area of Chaohu City was M. aeruginosa. The variation in cyanobacterial biomass from March to August 2012 was well fitted to the logistic growth model. The growth rate of cyanobacteria was the highest in June,and the biomass of cyanobacteria reached a maximum in August. From February to March 2012,the main form of M.aeruginosa was the single-cell form; M.aeruginosa colonies began to appear from April,and blooms appeared on the water surface in May. The maximum diameter of the colonies was recorded in July,and then gradually decreased from August. The diameter range of M. aeruginosa colonies was 18.37–237.77 μm,and most of the colonies were distributed in the range 20–200 μm,comprising 95.5% of the total number of samples. Temperature and photosynthetically active radiation may be the most important factors that influenced the annual variation in M. aeruginosa biomass and forms. The suitable temperature for cyanobacterial growth was in the range of 15–30°C. In natural water bodies,photosynthetically active radiation had a significant positive influence on the colonial diameter of M.aeruginosa(P0.01).     

Effect of clay content to the strength of gravel soil in the source region of debris flow

The production of runoff in the source area of a debris flow is the consequence of a reduction in soil strength. Gravel soil is widely distributed in the source region, and the influence of its clay content on soil strength is one of the important questions regarding the formation mechanism of debris flows. In this paper, the clay content in gravel soil is divided into groups of low clay content(1%, 2, 5%), moderate clay content(3.75%, 5.00%, 6.25%, 7.5%) and high clay content(10.0%, 12.5%, 15%). Tests of the unconsolidated undrained shear strength and consolidated drained shear strength were performed. The unconsolidated undrained shearing(UU) experiment simulates the rapid shear failure of loose gravel soil under the conditions of brief heavy rainfall. The consolidated drained shearing(CD) experiment simulates creep failure of consolidated sediment during extended rainfall. The pore water pressure first increased and then decreased as the clay content increased, and the increase in pore pressure was relatively high in the gravel soil sample when the clay content is in the range of 3.25-7.50%, and stress in the gravel soil is relatively low for a moderate clay content. Gravelly soils with a moderate clay content are moreprone to debris-flow initiation. This paper presents a mathematical formula for the maximum shear stress and clay content of gravel soil under two conditions. The key processes whereby the soil fails and triggers a debris flow—volume contraction of soil, expansion of clay soil, and rise of pore pressure―cause reductions in the soil friction force and enhancement of the water content in the clay particles, and subsurface erosion of soil reduces the soil viscosity, which eventually reduces the soil strength so that the soil loses its stability, liquefies and generates a debris flow.     

Estimation of soil reinforcement by the roots of four post-dam prevailing grass species in the riparian zone of Three Gorges Reservoir,China

Soil erosion and bank degradation is a major post-dam concern regarding the riparian zone of the Three Gorges Reservoir. The development and succession of vegetation is a main countermeasure,especially to enhance bank stability and mitigate soil erosion by the root system. In this study, the roots of four prevailing grass species, namely, Cynodon dactylon, Hemarthria altissima, Hemarthria compressa, and Paspalum paspaloides, in the riparian zone were investigated in relation to additional soil cohesion. Roots were sampled using a single root auger. Root length density(RLD) and root area ratio(RAR) were measured by using the Win RHIZO image analysis system. Root tensile strength(TR) was performed using a manualdynamometer, and the soil reinforcement caused by the roots was estimated using the simple Wu's perpendicular model. Results showed that RLD values of the studied species ranged from 0.24 cm/cm3 to20.89 cm/cm3 at different soil layers, and RLD were significantly greater at 0–10 cm depth in comparison to the deeper soil layers(10 cm). RAR measurements revealed that on average 0.21% of the reference soil area was occupied by grass roots for all the investigated species. The measured root tensile strength was the highest for P. paspaloides(62.26MPa) followed by C. dactylon(51.49 MPa), H.compressa(50.66 MPa), and H. altissima(48.81MPa). Nevertheless, the estimated maximum root reinforcement in this investigation was 22.5 k Pa for H.altissima followed by H. compressa(21.1 k Pa), P.paspaloides(19.5 k Pa), and C. dactylon(15.4 k Pa) at0–5 cm depth soil layer. The root cohesion values estimated for all species were generally distributed at the 0–10 cm depth and decreased with the increment of soil depth. The higher root cohesion associated with H. altissima and H. compressa implies their suitability for revegetation purposes to strengthen the shallow soil in the riparian zone of the Three Gorges Reservoir. Although the soil reinforcement induced by roots is only assessed from indirect indicators, the present results still useful for species selection in the framework of implementing and future vegetation recovery actions in the riparian zone of the Three Gorges Reservoir and similar areas in the Yangtze River Basin.     

The community structure and seasonal dynamics of plankton in Bange Lake,northern Tibet,China

The seasonal variations in biomass, abundance, and species composition of plankton in relation to hydrography were studied in the saline Bange Lake, northern Tibet, China. Sampling was carried out between one to three times per month from May 2001 to July 2002. Salinity ranged from 14 to 146. The air and water temperature exhibited a clear seasonal pattern, and mean annual temperatures were approximately 4.8°C and 7.3°C, respectively. The lowest water temperature occurred in winter from December to March at-2°C and the highest in June and July at 17.7°C. Forty-one phytoplankton taxa, 21 zooplankton, and 5 benthic or facultative zooplankton were identifi ed. The predominant phytoplankton species were Gloeothece linearis, Oscillatoria tenuis, Gloeocapsa punctata, Ctenocladus circinnatus, Dunaliella salina, and Spirulina major. The predominant zooplankton species included H olophrya actra, Brachionus plicatilis, Daphniopsis tibetana, Cletocamptus dertersi, and A rctodiaptomus salinus. The mean annual total phytoplankton density and biomass for the entire lake were 4.52×10~7 cells/L and 1.60 mg/L, respectively. The annual mean zooplankton abundance was 52, 162, 322, and 57, 144 ind./L, in the three sublakes. The annual mean total zooplankton biomass in Lakes 1–3 was 1.23, 9.98, and 2.13 mg/L, respectively. The annual mean tychoplankton abundances in Bg1, 2, and 3 were 47, 67, and 654 ind./L. The annual mean tychoplankton biomass was 2.36, 0.16, and 2.03 mg/L, respectively. The zooplankton biomass(including tychoplankton) in the lake was 9.11 mg/L. The total number of plankton species in the salt lake was signifi cantly negatively correlated with salinity.     

融雪条件下新疆伊犁谷地黄土-卵砾石接触面残余强度

为研究融雪作用下黄土-卵砾石接触面残余强度,以新疆伊犁谷地某黄土-卵砾石接触面滑坡为例,通过自制模具,制作黄土-卵砾石接触面环剪试样,开展不同含水率黄土-卵砾石接触面环剪试验,并通过扫描电镜（SEM）,从微观结构角度探究水对黄土-卵砾石接触面残余强度的影响。试验结果表明:黄土-卵砾石接触面抗剪强度随着含水率的增加而减小,剪切过程中存在应变软化现象,随着正应力及含水量的增加,应变软化现象越不明显;黄土-卵砾石接触面残余强度随着法向应力的增大而增大,且存在较好的线性关系,符合摩尔库伦强度准则;黄土-卵砾石接触面残余强度参数随着含水率的增加而降低,以含水率w=18%为界（塑限含水率19.1%附近）,当含水率为10%~18%时,残余内摩擦角φ_r变化较小（Δφ_r=5.4°）,当含水率为18%~26%时,残余内摩擦角φ_r变化较大（Δφ_r=9.0°）;微观结构方面,随着含水率的增加,黄土-卵砾石接触面形成软化"泥膜",部分填充了卵砾石凹凸部分,剪切面较为光滑,在剪切过程中,黏粒更加分散,附着在黄土颗粒表面,部分填充孔隙,起润滑作用,降低了残余强度。本文的研究成果可以为新疆伊犁谷地黄土-卵砾石接触面型滑坡形成机理研究及工程防治提供科学参考。