Gas Emission and Soil Chemical Properties Associated with Underground Coal Fires,Wuda Coalfield,Inner Mongolia,China     

Wang  Haiyan  Zhang  Junpeng  Zhang  Lei  Wang  Jiali  Xu  Zuohui 《Natural Resources Research》2020,29(6):3973-3985

Natural Resources Research - The coal fire area in the Wuda coalfield is divided into four parts based on the degree of burning and on surface characteristics: sub-area B is characterized by...  相似文献   

太湖梅梁湾藻华暴发消退-周期表层水体溶解性有机质分子特征     

庞佳丽  许燕红  何毓新  史权  何丁  孙永革 《湖泊科学》2020,32(6):1599-1609

人类活动引起的富营养化对太湖的碳循环模式可能产生严重影响，精细描述太湖藻华暴发-消退周期的溶解性有机质分子是了解太湖碳库动态变化的关键.本研究利用傅立叶变换离子回旋共振质谱技术，以太湖北部梅梁湾2017年5月至2018年5月的表层水体为研究对象，解析藻华暴发-消退周期溶解性有机质的来源和分子组成特征，进而理解浮游藻类异常增殖对水体溶解性有机质的影响及其在区域碳循环中的角色.研究结果表明，藻华暴发期浮游藻类生产力显著增加，使得表层水体的溶解性有机质从含量到分子组成均发生剧烈改变.含量上表现为溶解性有机碳浓度升高，分子组成上表现为CHO类化合物和以脂肪族类化合物为代表的活性组分占比增加，特征化合物以相对高饱和度和高含氧的小质量数分子为主.而在藻华消退期，随着藻类有机质贡献的减少和有机质降解过程的持续进行，含量上表现为溶解性有机碳浓度下降，分子组成上表现为CHOS、CHONS类化合物和富羧酸脂环类化合物等惰性分子占比增加，特征化合物以大质量数分子和相对低饱和度和低含氧的小质量数分子为主.研究结果表明，太湖水体的溶解性有机质分子组成在藻华暴发期受藻类有机质输入控制，在消退期受藻类有机质降解的影响.  相似文献   

无磷条件诱导铜绿微囊藻(Microcystis aeruginosa)释放挥发性有机化合物对莱茵衣藻(Chlamydomonas reinhardtii)的影响     

杨王庭  赵静娴  徐庆欢  周律  甘丽平  左照江 《湖泊科学》2018,30(2):449-457

为了揭示磷(P)营养缺乏对蓝藻释放挥发性有机化合物(VOCs)的影响及其对其他藻类的化感作用,以形成蓝藻水华的主要种类铜绿微囊藻(Microcystis aeruginosa)为材料,在无P培养条件下对其释放的VOCs进行分析,同时测定VOCs对莱茵衣藻(Chlamydomonas reinhardtii)生长、光合色素含量和光合性能的影响.结果表明,采用无P培养基培养铜绿微囊藻24 h后,其释放的VOCs种类和含量均明显增加,与标准培养基培养相比,VOCs总释放量增加了73.4%,并出现7种新化合物.将铜绿微囊藻释放的VOCs通入莱茵衣藻溶液中,在标准培养基中铜绿微囊藻释放的VOCs对莱茵衣藻生长无显著影响,而无P条件下释放的VOCs则明显抑制莱茵衣藻生长,其响应指数(RI)为-0.25.此外,莱茵衣藻光合色素含量、光系统II(PSII)最大光化学量子产量(Fv/Fm)、有效光化学量子产量[Y(II)]、光化学淬灭系数(q P)和光合电子传递速率(ETR)也明显降低,而非光化学淬灭系数(NPQ)则明显升高,其RI为0.26.由此可见,蓝藻在富营养化水体中大量繁殖以及P自身沉降特性导致的P缺乏会促进蓝藻释放VOCs,同时这些VOCs在保持蓝藻营养竞争优势和水体藻类多样性减少中具有化感抑制作用.  相似文献   

Environmental impact of fluidized solidified silt casting on surrounding water bodies     

Yunquan Li  Silin Wu  Shi Shu  Yiyan Lv  Yan Cui 《Marine Georesources & Geotechnology》2020,38(5):604-610

Abstract

With the growing demand for underwater refill engineering, the construction technology of implementing fluidized solidification in underwater pouring has recently received increased attention. However, the environmental impact of underwater casting on surrounding water bodies, especially when the silt is polluted, is still unclear. In this study, a simulated underwater pouring test and a static immersion release test were conducted separately to study the quality of the surrounding water during and after pouring. The results showed that fluidized-solidified silt casting could increase the pH of the surrounding water, even after the pouring had stopped, by approximately 1.0 and the turbidity could reach 200 NTU. No diffusion of Zn and Cu into the surrounding water was observed and while Ni and Cr exhibited slight diffusion, this was at a level well below international water quality standard. During construction, reducing the distance from the seafloor to the bottom of the pouring catheter could reduce the level of pollution. After construction, the use of neutral solidified materials can effectively reduce the pH of the surrounding water and the potential risk of heavy metal dissolution.  相似文献   

Variance-covariance component estimation for structured errors-in-variables models with cross-covariances     

Lv  Zhipeng  Sui  Lifen 《Studia Geophysica et Geodaetica》2019,63(4):485-508

Studia Geophysica et Geodaetica - In this contribution, an iterative algorithm for variance-covariance component estimation based on the structured errors-in-variables (EIV) model is proposed. We...  相似文献   

Influence of confining pressure and impact loading on mechanical properties of amphibolite and sericite-quartz schist     

Shi Liu  Jinyu Xu  Xiaocong Lv 《地震工程与工程振动(英文版)》2014,13(2):215-222

In order to investigate the dynamic mechanical properties of amphibolite and sericite-quartz schist under confi ning pressure, two rocks are subjected to impact loadings with different strain rates and confi ning pressures by using split Hopkinson pressure bar equipment with a confi ning pressure device. Based on the experimental results, the stress-strain curves are analyzed and the effects of confi ning pressure and strain rates on the dynamic compressive strength, peak strain and failure mode are summarized. The results show that:(1) The characteristics of two rocks in the ascent stage of the stressstrain curve are basically the same, but in the descent stage, the rocks gradually show plastic deformation characteristics as the confi ning pressure increases.(2) The dynamic compressive strength and peak strain of two rocks increase as the strain rate increases and the confi ning pressure effects are obvious.(3) Due to the effect of confi ning pressure, the normal stress on the damage surface of the rock increases correspondingly, the bearing capacity of the crack friction exceeds the material cohesion and the slippage of the fractured rock is controlled, which all lead to the compression and shear failure mode of rock. The theoretical analysis and experimental methods to study the dynamic failure mode and other related characteristics of rock are useful in developing standards for engineering practice.  相似文献   

鲁甸地震生命线工程震害特点及应急抢修   总被引：2，自引：1，他引：1  

刘爱文  帅向华  吕红山  吴健  徐超 《震灾防御技术》2014,9(3):359-367

在现场调查的基础上,本文总结分析了鲁甸地震交通、通信和电力等三类生命线工程的震害特点及应急抢修情况。鲁甸地震是一次较典型的山区地震,地震地质灾害和强地震动共同作用是造成生命线工程破坏的主要原因。交通系统的主要震害是山体滑坡引起的道路中断,灾区属于高山峡谷地形,道路抢通困难。电力系统的小型水力发电站破坏严重,龙头山变电站的破坏直接导致其下级的2个变电站也断电。通信系统在本次地震中受的影响相对较小,恢复也较快。  相似文献   

Torsional dynamic response of a large‐diameter pipe pile in viscoelastic saturated soil     

Changjie Zheng  Hanlong Liu  Xuanming Ding  Yaru Lv 《国际地质力学数值与分析法杂志》2014,38(16):1724-1743

An analytical solution is developed in this paper to investigate the dynamic response of a large‐diameter end‐bearing pipe pile subjected to torsional loading in viscoelastic saturated soil. The wave propagation in saturated soil and pile are simulated by Biot's two‐phased linear theory and one‐dimensional elastic theory, respectively. The dynamic equilibrium equations of the outer soil, inner soil, and pile are established. The solutions for the outer and inner soils in frequency domain are obtained by Laplace transform technique and the separation of variables method. Then, the dynamic response of the pile is obtained on the basis of the perfect contacts between the pile and the outer soil as well as the inner soil. The results in this paper are compared with that of a solid pile in elastic saturated soil to verify the validity of the solution. Furthermore, the solution in this paper is compared with the classic plane strain solution to verify the solution further and check the accuracy of the plane strain solution. Numerical results are presented to analyze the vibration characteristics and illustrate the effect of the soil parameters and the geometry size of the pile on the complex impedance and velocity admittance of the pile head. Finally, the displacement of the soil at different depth and frequency is analyzed. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

珠江口盆地珠一坳陷古近系“源-汇”系统分类及石油地质意义          下载免费PDF全文

杜家元  张向涛  刘培  罗明  张琴  姚佳利  王绪诚  梁杰 《地球科学》2021,46(10):3690-3706

珠一坳陷深层古近系两套优质生烃层系内发育的储层具有近源成藏的优势,但其非均质性强、低孔渗的特点制约了油气勘探,研究与此直接相关的“源-汇”系统,对于寻找富烃优储耦合的有利区意义重大.以构造运动和盆山地貌为基础,结合断陷湖盆以半地堑为基本单元的结构特点,划分了盆地级、半地堑级和区带级的三级“源-汇”系统.盆地级分为外源、内源型两类,可用来宏观分析优质烃源岩分布;半地堑级分为陡坡、缓坡和长轴型3类,对于定性评价储层优劣具有较大意义;区带级分为迁移型、转换型、稳定型3类,为有利区目标评价和井点选择提供参考.研究认为迁移型和转换型“源-汇”系统可形成良好的生储盖配置,是最为有利的油气富集区,应作为古近系重点勘探对象.   相似文献   

蓟县中、新元古界的成岩作用——源于矿物学的数据     

王河锦  陈梦瑶  安佳丽  王冠玉  晏玉 《地质学报》2021,95(5):1469-1480

本文运用系列黏土矿物学和碳酸盐结构占位的方法研究了蓟县中、新元古界剖面出露的碎屑岩和碳酸盐岩.这些方法包括了伊利石结晶度、绿泥石结晶度、黏土矿物组合、粒度分布、多型、有序度、Mg/Ca离子占位以及地质温压计.结果表明:伊利石结晶度Kübler指数范围为0.37°～1.37°Δ2θ,绿泥石结晶度árkai指数范围为0.31°～2.40°Δ2θ,以及1Md的多型,一致指示本区处于晚期成岩作用影响范围,仅非常有限局部达到了初始变质的状态;黏土矿物组合主要是伊利石、伊蒙混层、绿蒙混层和高岭石;粒度分布范围为8～24 nm,其上界(23～24 nm)达到了NEWMOD计算的理论成岩带/近变质带界限,与结晶度数据一致,也表明了本区处于晚期成岩阶段.白云石有序度的数据表明,本区碳酸盐岩白云石的有序度值范围为0.19～0.99,可分为4个带:甚低级有序带、低级有序带、中级有序带、高级有序带.与川东石炭-二叠系碳酸盐岩相比,中低级有序带有一定的油气前景.本区由西向东,由甚低级有序带变化到高级有序带,白云石有序度升高.估计的成岩作用温度为183～200±20℃,压力为330 MPa,古地热梯度为17～21℃/km.  相似文献