Hydrochemical and sedimentological dynamics in a subtropical plain river: assessment by multivariate statistical analysis     

Paola A. Suárez  Marisol Vega  Rafael Pardo  Oscar Orfeo  José Luis García Cuesta  Alicia Ronco 《Environmental Earth Sciences》2016,75(12):1004

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Microbial community structure in hypolentic zones of a brine lake in a desert plateau,China     

Wenzhen Yuan  Xiaosi Su  Geng Cui  Huang Wang 《Environmental Earth Sciences》2016,75(15):1132

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An improved method of sediment grain size trend analysis in the Xiaoqinghe Estuary,southwestern Laizhou Bay,China     

Qiao Su  Changsheng Peng  Liang Yi  Haijun Huang  Yanxia Liu  Xingyong Xu  Guangquan Chen  Hongjun Yu 《Environmental Earth Sciences》2016,75(16):1185

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Ultimate Bending Capacity of Strain Hardening Steel Pipes     

陈严飞  张娟  张宏  李昕  周晶  曹静 《海洋工程》2016,(2):231-241

Based on Hencky’s total strain theory of plasticity, ultimate bending capacity of steel pipes can be determined analytically assuming an elastic-linear strain hardening material, the simplified analytical solution is proposed as well. Good agreement is observed when ultimate bending capacities obtained from analytical solutions are compared with experimental results from full-size tests of steel pipes. Parametric study conducted as part of this paper indicates that the strain hardening effect has significant influence on the ultimate bending capacity of steel pipes. It is shown that pipe considering strain hardening yields higher bending capacity than that of pipe assumed as elastic-perfectly plastic material. Thus, the ignorance of strain hardening effect, as commonly assumed in current codes, may underestimate the ultimate bending capacity of steel pipes. The solutions proposed in this paper are applicable in the design of offshore/onshore steel pipes, supports of offshore platforms and other tubular structural steel members.  相似文献   

Safety Assessment of Buried Pipeline during Pile Driving Vibration in Offshore Engineering     

Jingbo Su  Jianfeng Li  Ruihu Zhu  Wanggen Qin  Qiu Zhai 《Marine Georesources & Geotechnology》2016,34(7):689-702

To assess the impact of pile driving on adjacent submarine pipelines during the reconstruction of a pier berth, the local damage model of submarine pipelines is established to explore the safety thresholds of the particle peak velocity and horizontal displacement. The results are analyzed and adjusted by the existing standards and the corresponding literatures. Then, a three-dimensional numerical model is presented to assess the feasibility of the construction of piles by the obtained safety limits, in which the nonlinear behavior of the soil and stress–seepage coupling analysis are considered. After the construction, the safety of submarine pipelines is rechecked by the measured value of the particle peak velocity and horizontal displacement. Meanwhile, the propagation law of vibration, the horizontal displacement of underground soil, and the pore pressure during pile driving are explored. The results indicate that the construction of piles of 2# mooring pier did not cause damage to adjacent submarine pipelines. However, the construction of piles of 1# mooring pier which is nearer may cause damage to submarine pipelines.  相似文献   

大兴安岭十八站—韩家园地区晚中生代火山岩年龄、地球化学特征及其构造意义     

柴明春  王泉  赵国英  高溯  曹昆 《地质通报》2018,37(10):1866-1881

大兴安岭十八站—韩家园地区发育晚中生代基性-中酸性火山岩。选取粗面安山岩、粗面岩、流纹岩进行年代学和岩石地球化学研究。粗面安山岩LA-ICP-MS锆石U-Pb年龄为125.2±0.9 Ma,为早白垩世火山作用的产物。岩石地球化学特征表明,中酸性火山岩属于高钾钙碱性-钾玄岩系列。岩石稀土元素总量∑REE=121.42×10~(-6)~154.43×10~(-6),轻、重稀土元素分异明显(La/Yb)_N=19.25~31.98,在稀土元素配分图上显示右倾型,除一个流纹岩样品具显著负Eu异常外,多数样品无明显Eu负异常(δEu=0.45~0.90)。岩石具弱富集大离子亲石元素Ba、Sr,明显亏损高场强元素Nb、Ta、Ti的特征。结合区域资料,认为十八站—韩家园地区早白垩世中酸性火山岩形成于蒙古-鄂霍茨克洋闭合机制下后碰撞伸展背景。粗面安山岩、粗面岩和流纹岩系同源岩浆部分熔融与结晶分异作用的结果,岩浆来源于受俯冲流体交代的富集岩石圈地幔。  相似文献   

Impact of irrigated agriculture on groundwater-recharge salinity: a major sustainability concern in semi-arid regions     

Stephen Foster  Antonio Pulido-Bosch  Ángela Vallejos  Luis Molina  Armando Llop  Alan M. MacDonald 《Hydrogeology Journal》2018,26(8):2781-2791

Intensive irrigated agriculture substantially modifies the hydrological cycle and often has major environmental impacts. The article focuses upon a specific concern—the tendency for progressive long-term increases in the salinity of groundwater recharge derived from irrigated permeable soils and replenishment of unconfined aquifers in more arid regions. This process has received only scant attention in the water-resource literature and has not been considered by agricultural science. This work makes an original contribution by analysing, from scientific principles, how the salinisation of groundwater recharge arises and identifies the factors affecting its severity. If not proactively managed, the process eventually will impact irrigation waterwell salinity, the productivity of agriculture itself, and can even lead to land abandonment. The types of management measure required for mitigation are discussed through three detailed case histories of areas with high-value groundwater-irrigated agriculture (in Spain, Argentina and Pakistan), which provide a long-term perspective on the evolution of the problem over various decades.  相似文献   

Tidal Stage Changes in Structure and Diversity of Intertidal Benthic Diatom Assemblages: a Case Study from Two Contrasting Charleston Harbor Flats     

Luis G. Rivera-Garcia  Kristina M. Hill-Spanik  Sean T. Berthrong  Craig J. Plante 《Estuaries and Coasts》2018,41(3):772-783

Benthic microalgae are key contributors to near-shore food webs and sediment stabilization. Temporal variability in microalgal biomass and production throughout the tidal cycle has been well documented; however, due to limitations of traditional methods of analysis patterns of community composition and diversity over such time scales have not been revealed. To explore the latter and better understand how short-term changes throughout the tidal cycle may affect community functioning, we compared benthic diatom composition and diversity over tidal stage shifts. We employed two disparate molecular techniques (denaturing gel gradient electrophoresis with Sanger DNA sequencing of excised bands and high-throughput community metagenome sequencing) to characterize diatom assemblages in representative muddy and sandy intertidal sites in Charleston Harbor, SC, USA. In support of prior studies, we found higher diatom diversity in sandbar as compared to mudflat sediments. Spatial differences were stronger relative to tidal temporal differences, although diversity metrics generally were highest after prolonged tidal immersion as compared to low-tide emersion or just after immersion at flood tide. Composition of the diatom assemblage differed markedly between sites, with species in genera Halamphora, Amphora, and Navicula dominating the sandbar, whereas Cyclotella, Skeletonema, and Thalassiosira were the most prevalent genera on the mudflat. Diatom composition differed by tidal stage, with assemblages during low-tide exposure distinct from samples taken after immersion. Both sandbar and mudflat sediments exhibited increases in relative proportion of epipelic diatoms and decreases in planktonic taxa during low-tide exposure. Our findings of short-term changes in species composition and dominance could inform primary productivity models to better estimate understudied diatom contributions in heterogeneous and highly variable tidal systems.  相似文献   

Comparison of single- and dual-permeability models in simulating the unsaturated hydro-mechanical behavior in a rainfall-triggered landslide     

Wei Shao  Zongji Yang  Junjun Ni  Ye Su  Wen Nie  Xieyao Ma 《Landslides》2018,15(12):2449-2464

Landslide-prone slopes in earthquake-affected areas commonly feature heterogeneity and high permeability due to the presence of cracks and fissures that were caused by ground shaking. Landslide reactivation in heterogeneous slope may be affected by preferential flow that was commonly occurred under heavy rainfall. Current hydro-mechanical models that are based on a single-permeability model consider soil as a homogeneous continuum, which, however, cannot explicitly represent the hydraulic properties of heterogeneous soil. The present study adopted a dual-permeability model, using two Darcy-Richards equations to simulate the infiltration processes in both matrix and preferential flow domains. The hydrological results were integrated with an infinite slope stability approach, attempting to investigate the hydro-mechanical behavior. A coarse-textured unstable slope in an earthquake-affected area was chosen for conducting artificial rainfall experiment, and in the experiment slope, failure was triggered several times under heavy rainfall. The simulated hydro-mechanical results of both single- and dual-permeability model were compared with the measurements, including soil moisture content, pore water pressure, and slope stability conditions. Under high-intensity rainfall, the measured soil moisture and pore water pressure at 1-m depth showed faster hydrological response than its simulations, which can be regarded as a typical evidence of preferential flow. We found the dual-permeability model substantially improved the quantification of hydro-mechanical processes. Such improvement could assist in obtaining more reliable landslide-triggering predication. In the light of the implementation of a dual-permeability model for slope stability analysis, a more flexible and robust early warning system for shallow landslides hazard in coarse-textured slopes could be provided.  相似文献   

Groundwater characteristics within loessic deposits: the coastal springs of Los Acantilados,Mar del Plata,Argentina     

Federico Ignacio Isla  Orlando Mauricio Quiroz Londoño  Luis Camilo Cortizo 《Environmental Earth Sciences》2018,77(17):610

The urban growth of the southern neighborhoods of Mar del Plata City provoked significant changes in the groundwater balance of the loessic sequences. These regional loessic levels with a significant portion of volcanic ash layers were reported subject to fluoride and nitrate concentrations. Residential houses pump from sands located 70 m depth and withdraw the sewages to depths less than 5 m. These effects cause significant local and seasonal (summer) increments of the water table outcropping via springs at certain unconformities of the coastal cliffs. A mathematical model was applied to analyze the water level lowering at the productive levels, while there is a decrease in the quality of the upper levels subject to waste discharges. Much of this groundwater flow is concentrated in unconformities between different types of sediments. Human activities have affected the aquifer dynamics increasing the groundwater pumping rates and the return velocity of the sewages. This should be considered in the management strategies of coastal hydric resources.  相似文献