冲击载荷下各向异性煤体渗透-应力敏感性试验研究*

为揭示冲击煤样渗透率的变化规律，通过立式分离式霍普金森（SHPB）冲击装置对不同层理方向煤样进行动态冲击，进而采用渗透仪对冲击后的煤样进行渗透率测试，分析不同冲击荷载下煤岩的渗透率及应力敏感性。结果表明:冲击煤样的渗透率远大于原煤样品，冲击载荷越大，渗透率越大；在相同的冲击载荷和气体压力下，平行于层理方向的煤样渗透率最大，其次是斜交45°层理方向的煤样渗透率，垂直于层理方向的煤样渗透率最小；渗透率受有效应力影响显著；在冲击荷载的作用下，垂直于层理方向煤样渗透率的变化率对孔隙压力更为敏感。     

高温高压下煤孔隙结构的变化对瓦斯吸附特性的影响

为了研究高温高压条件下煤孔隙结构变化对瓦斯吸附特性的影响，选取九里山矿无烟煤，在压力为7 MPa、温度为40～130℃的条件下进行等温吸附实验和压汞实验。研究结果表明:煤样对甲烷的等温吸附曲线在该压力、温度条件下符合Ⅰ型吸附曲线特性，吸附规律符合Langmuir吸附模型；在压力7 MPa和温度130℃条件下，煤样的孔隙结构发生一定的变化，煤的比表面积增大、累计孔体积降低，可见孔及裂隙的数量比例增高，加强了煤样孔隙之间的连通度，导致原本吸附在煤样表面的甲烷分子大量解吸；在压力不变的情况下，随着温度的不断增高，煤的极限吸附量逐渐减小，其主要原因是样品孔隙结构的破坏和分子间作用力的变化。     

岩石溶蚀的表现特征及其对物理力学性质的影响

本文以微晶白云石大理岩和黏土质长石砂岩为研究对象,以现场实测及室内试验资料为基础,对岩石溶蚀的表现特征及其对表层物理力学性质的影响进行了研究。研究表明:1)在岩石发生溶蚀的区域,由表及里易溶性矿物成分和易迁移元素氧化物的含量逐渐增加、黏土矿物含量和烧失率逐渐减少,岩样的微观结构也发生了变化,主要表现为岩石表层溶孔、溶隙发育,易溶矿物颗粒表面出现溶孔、溶坑、颗粒间出现溶蚀裂隙等;2)溶蚀使岩石表层强度降低、吸水率增大,溶蚀愈严重表层强度越低、均匀性愈差,吸水率愈大;溶蚀还使岩石的孔隙度及孔隙尺寸明显增大。     

Differences in nitrous oxide fluxes from red soil under different land uses in mid-subtropical China

Red soil may play an important role in nitrous oxide (N₂O) emissions due to its recent land use change pattern. To predict the land use change effect on N₂O emissions, we examined the relationship between soil N₂O flux and environmental determinants in four different types of land uses in subtropical red soil. During two years of study (January 2005-January 2007), biweekly N₂O fluxes were measured from 09:00 to 11:00 a.m. using static closed chamber method. Objectives were to estimate the seasonal and annual N₂O flux differences from land use change and, reveal the controlling factors of soil N₂O emission by studying the relationship of dissolved organic carbon (DOC), microbial biomass carbon (MBC), water filled pore space (WFPS) and soil temperature with soil N₂O flux. Nitrous oxide fluxes were significantly higher in hot-humid season than in the cool-dry season. Significant differences in soil N₂O fluxes were observed among four land uses; 2.9, 1.9 and 1.7 times increased N₂O emissions were observed after conventional land use conversion from woodland to paddy, orchard and upland, respectively. The mean annual budgets of N₂O emission were 0.71-2.21 kg N₂O-N ha⁻¹ year⁻¹ from four land use types. The differences were partly attributed to increased fertilizer use in agriculture land uses. In all land uses, N₂O fluxes were positively related to soil temperature and DOC accounting for 22-48% and 30-46% of the seasonal N₂O flux variability, respectively. Nitrous oxide fluxes did significantly correlate with WFPS in orchard and upland only. Nitrous oxide fluxes responded positively to MBC in all land use types except orchard which had the lowest WFPS. We conclude that (1) land use conversion from woodland to agriculture land uses leads to increased soil N₂O fluxes, partly due increased fertilizer use, and (2) irrespective of land use, soil N₂O fluxes are under environmental controls, the main variables being soil temperature and DOC, both of which control the supply of nitrification and denitrification substrates.     

A novel aminated polymeric adsorbent for removing refractory dissolved organic matter from landfill leachate treatment plant

Refractory dissolved organic matter (DOM) from landfill leachate treatment plant was with high dissolved organic carbon (DOC) content. An aminated polymeric adsorbent NDA-8 with tertiary amino groups and sufficient mesopore was synthesized, which exhibited high adsorption capacity to the DOM (raw water after coagulation). Resin NDA-8 performed better in the uptake of the DOM than resin DAX-8 and A100. Electrostatic attraction was considered as the decisive interaction between the adsorbent and adsorbate. Special attention was paid to the correlation between porous structure and adsorption capacity. The mesopore of NDA-8 played a crucial role during uptake of the DOM. In general, resin in chloride form performed a higher removal rate of DOC. According to the column adsorption test, total adsorption capacity of NDA-8 was calculated to 52.28 mg DOC/mL wet resin. 0.2 mol/L sodium hydroxide solution could regenerate the adsorbent efficiently.     

有机钙孔隙结构与脱硫性能研究

在定碳炉上对有机钙进行煅烧试验,利用氮吸附仪测定样品的微观孔隙结构,采用智能定硫仪对有机钙进行了脱硫实验研究.结果表明.900℃下煅烧.醋酸钙镁的比表面积高达46.6 m2/g,大约为普通石灰石比表面积的4倍.醋酸钙比表面积主要分布在孔径小于5 nm的微孔和中孔,醋酸钙镁比表面积主要集中在孔径为5 nm左右的中孔.醋酸钙的烧结主要发生在微孔和中孔,醋酸钙镁的烧结发生在整个孔径分布区域,有机钙表现出良好的抗烧结特性.1 000℃下按钙硫比为1添加钙基,有机钙的脱硫效率为68.28%-75.55%.比普通石灰石高1倍以上.煅烧形成的良好孔隙结构使得有机钙具有较高的脱硫效果.     

利用DGT高分辨率研究沉积物孔隙水中重金属的浓度和释放通量

2006年5月采集了大辽河河段3个柱状沉积物,测定了沉积物的理化性质和重金属元素的含量,并利用常规离心方法和DGT方法测定了柱状沉积物孔隙水中重金属元素的含量.研究发现沉积物中Cd、Co、Cr和Cu元素含量高低的顺序依次是Cr>Cu>Co>Cd.用DGT方法测定的孔隙水中Cd、Co、Cr和Cu的浓度比用离心方法测定的浓度要低.DGT测定的孔隙水中Cd、Co、Cr和Cu的浓度c_DGT与离心方法测定的孔隙水浓度c的平均比值R分别为0.389、0.328、0.863和0.403,这说明沉积物中这几种金属从固相到液相的再补给速率大小遵循如下规律：Cr>Cu>Cd>Co.沉积物中Cd、Co、Cr和Cu元素的释放通量分别为1.12×１０^{-7～3.28×10-7　nmol/(cm2·s)、2.48×１０-7～10.40×10-7　nmol/(cm2·s)、8.80×１０-6～12.65×10-6 nmol/(cm2·s)和6.14×１０-6～13.93×10-6　nmol/(cm2·s).相关分析结果表明,Cd和Cu元素的迁移转化主要受有机质影响;而Cr元素的迁移转化除了受有机质影响外,还受铁锰氧化物影响比较显著;而Co元素可能受氧化还原电位影响较大.}     

孔径分布和溶液浓度对碳气凝胶电极电吸附除盐性能的影响分析

在不同进水浓度下,采用两种比表面积相似但是孔径分布不同的碳气凝胶作为电极进行了一系列电吸附除盐平衡试验.结果表明,随着溶液浓度的变化,不同的孔径分布对碳气凝胶除盐效果影响不一样.其机理为双电层的存在,使得碳气凝胶空隙内的双电层扩散层相互叠加;同时,根据德拜定律,碳气凝胶空隙内的双电层扩散层在不同浓度溶液中厚度不同,从而使得双电层扩散层相互叠加的情况也随浓度变化而变化.这两种作用共同导致了实验结果.当溶液浓度为 0.01 mol·L-1时,选择主要孔径不小于20hm的碳气凝胶电极;当溶液浓度为 0.1 mol·L-1时,应选用主要孔径不小于 10nm 的材料;当溶液浓度为几 mol·L-1时.则分散层几乎消失,孔径大小对电吸附性能影响几乎不考虑.     

三江平原泥炭沼泽孔隙水甲烷浓度变化动态及其影响因子

湿地土壤孔隙水甲烷浓度变化动态对于揭示湿地碳循环过程具有重要作用.于2012年和2013年对三江平原毛苔草泥炭沼泽不同土壤深度孔隙水甲烷浓度的季节变化动态进行监测,并分析了其关键影响因子.结果表明:植物生长季孔隙水甲烷浓度呈单峰变化趋势,不同土层甲烷浓度峰值(80.45~490.95μmol·L-1)主要集中在湿润的生长季末,但年际间存在显著差异;从土壤剖面来看,土壤融通之后,孔隙水中甲烷浓度随着土壤深度的增加而增加;土壤表层(5 cm和10 cm)甲烷浓度主要受到株高(R2=0.6,p=0.005)和土壤充水孔隙率(R2=0.36,p=0.01)的影响,而深层(20~40 cm)甲烷浓度主要受到土壤温度等因素的综合影响.研究还表明,表层土壤孔隙水甲烷浓度能够解释生长季甲烷排放通量变化的26%~60%,而且短期的极端降雨事件可能不会对甲烷浓度以及甲烷排放产生即时影响,而是出现大约一周的延迟(time lag)现象,这主要取决于实际土壤湿度.     

构造煤孔隙结构与瓦斯耦合特性研究

利用压汞法、低温氮吸附法、瓦斯等温吸附和解吸试验对平煤八矿构造煤和共生原生结构煤进行综合分析,探讨了构造煤孔隙结构与瓦斯耦合特性.结果表明,构造煤以微孔为主,中孔和大孔相对发育且含较多细颈瓶孔,孔隙连通性差.与共生原生结构煤相比,构造煤各孔径阶段的孔容和孔比表面积都有所增加.构造煤比表面积的增加具有阶段性,即孔径＜ 1.2 nm时为慢增加阶段,孔径=1.2 ～ 4.9nm时为快增加阶段,孔径＞4.9 nm时为稳定阶段.构造煤极限瓦斯吸附量a的增大与比表面积快增加阶段关系密切,但小于其BET比表面积的增幅.瓦斯解吸初期0～2 min内构造煤瓦斯解吸速度和解吸量明显大于共生原生结构煤,与中孔和大孔的变化一致,2 min以后瓦斯解吸迅速衰减.低煤体强度、高瓦斯含量的构造煤以气-煤共溶体形式储集更多弹性潜能,突然卸压时瓦斯膨胀能迅速释放,煤层中发育的构造煤增加了煤与瓦斯突出的危险性.