厦门寨后垃圾填埋场释气影响及其控制

本文是在承担厦门市寨后“垃圾埋场”工程环境影响评价的基础上,对该填埋场的垃圾释气规律作进一步研究。研究结果表明,（１）厦门煤气的普及率较高;（２场营运１１ａ左右,废气产物量及排一达到最大值;（３）于小风条件下,在下风向５０ｍ处,ＣＨ４浓度可达爆炸极１６￣３１％,所产生的恶臭气体Ｈ２Ｓ的影响距离经ＮＨ３大,在下风向５００ｍ下才能达到２级场界标准;（４）严格按卫生填埋的技术标准进行规范操作,确保排气管     

粉煤灰污染影响萼花臂尾轮虫(Brachionus calyciflorus)种复合体空间分布的原因

为探讨粉煤灰污染影响萼花臂尾轮虫(Brachionus calyciflorus)种复合体在灰湖、汀棠湖和凤鸣湖分布的生态学机制,本文研究了曝气自来水(对照)、20％、40％、60％、80％和100％的澄清灰湖水对采自三湖泊中的轮虫姐妹种Ⅰ和汀棠湖中的轮虫姐妹种Ⅱ的种群增长率、混交雌体数/非混交雌体数、携卵雌体数/不携卵雌体数和休眠卵产量的影响.结果显示,无论实验用水中的澄清灰湖水含量如何,来自三湖泊的轮虫姐妹种Ⅰ均具有较高的种群增长率(0.52～0.85 d-1)和休眠卵产量(1.60～12.11ind./(4d·5ml)),这为轮虫的扩散、种群的建立和种群间的基因交流提供了可能.汀棠湖轮虫姐妹种Ⅱ种群中的混交雌体数/非混交雌体数和休眠卵产量均极低,对照组中的混交雌体数/非混交雌体数和休眠卵产量均为0,这是存在于汀棠湖和凤鸣湖中的轮虫姐妹种Ⅱ无法通过扩散而出现在灰湖中的主要原因.澄清灰湖水的含量仅对汀棠湖中两轮虫姐妹种的种群增长率具有显著的影响.各浓度的澄清灰湖水使轮虫姐妹种Ⅰ的种群增长率显著高于对照组,60％、80％和100％的澄清灰湖水使轮虫姐妹种Ⅱ的种群增长率显著高于对照组,这表明粉煤灰污染导致已报道的相关水体中轮虫种群密度的下降并非由于其中所含的污染物(较高浓度的碱性氧化物、硫化物和金属元素等)和水体pH值的改变等对轮虫的直接毒性作用.     

山东省单县煤田张集井田3煤层煤质特征及工业利用方向

山东省单县煤田张集井田主采煤层为3煤,该煤层结构简单,煤质优良,为低灰、低硫、强黏结性、成焦率较高的焦煤（JM25）,次为肥煤（FM26）和1／3焦煤（1／3JM35）,是山东省稀缺的优质炼焦用煤。煤质的综合研究表明,为达到珍惜和合理利用资源,并使其效益最大化,该煤层应以冶金和铸造用焦为主要加工利用方向。     

废弃泥浆底部真空−上部堆载预压模型试验研究

针对工程泥浆回填废弃矿坑处置的安全问题,开展底部真空和上部堆载预压处理废弃工程泥浆的模型试验,探讨该技术在废弃矿坑回填处置工程应用的可行性。试验结果表明,底部真空和上部堆载预压使得泥浆含水率显著降低及泥土的强度明显提高,处理一个月后,含水率从初始450%降低至95%～105%,体积减量达到73.4%;不排水强度由初始为0的状态提高至9.8～13.4 kPa。在初始的静置阶段,泥浆颗粒沉积存在重力分异现象,粗颗粒在底部沉积有助于缓解真空预压过程中淤堵问题。底部真空作用下,泥浆中孔隙水渗流方向并非完全一维向下,在径向存在水力梯度。处理后泥土压缩性与软土相近,渗透性优于软土。基于试验结果和大应变固结理论,考虑泥浆的自重固结以及压缩性与渗透性的非线性变化,利用有限差分法分析了单次回填厚度对泥浆层固结时间和减量效果的影响,提出了现场实施的工艺参数建议。     

Coupled thermo-hydro-mechanical modelling of bentonite buffer material

Mechanistic model development and numerical analyses were carried out on coupled thermo-hydraulic-mechanical processes in bentonite-based buffer material for the geological disposal of high-level radioactive waste with small-scale laboratory experiments and a full-scale test. The mechanism of water movement in compacted bentonite was identified by applying theoretical equations to the experimental results. The application clearly explained the observed results of the temperature dependence of the hydraulic conductivity in the saturated state and the water diffusivity in the unsaturated state for the compacted bentonite and the dry density dependence of the diffusivity. The full-scale coupled test, BIG-BEN, was conducted at PNC (Power Reactor and Nuclear Fuel Development Corporation) Tokai Works. The results of the numerical analyses for the full-scale test which are based on the present knowledge of coupled processes and our small-scale experiments were in good agreement with the measured results except for mechanical phenomena. Copyright © 1999 John Wiley & Sons, Ltd.     

Complementing coal seam gas facies modelling workflows with decompaction based processes

Differential compaction plays a key role in influencing the palaeogeographic organisation of many depositional systems. In the Jurassic Walloon Subgroup, Surat Basin, Eastern Australia, the process of compensational stacking contributes significantly to the complex coal layer architecture and is documented in mine exposure, borehole and seismic datasets. Despite this understanding, current best-practices do not formally consider the mechanics of compensational stacking when populating palaeogeography facies in coal seam gas (CSG) reservoir models. To address this limitation, a hybrid modelling workflow was developed in which numerical rules representing the process of differential compaction are used explicitly to condition an iterative workflow containing traditional geostatistical facies modelling algorithms. The workflow is facilitated by a newly developed open source plugin which allows grid decompaction in Schlumberger PETREL™ 2015. Application of the workflow was tested in a CSG production area containing closely spaced wellbores and a 3D seismic survey. In this area, facies models were constructed using both traditional geostatistical approaches and the newly developed hybrid methodology. Comparison of these models suggests that facies models constructed via unconstrained geostatistical approaches often result in unrepresentative realisations, inconsistent with coal seam architectures as observed in seismic and outcrop. The hybrid geostatistical-forward modelling approach developed during this study was better able to reproduce complex alluvial stacking patterns, particularly with respect to coal seam amalgamation, bifurcation and washout.     

Coalbed methane reservoirs’ pore-structure characterization of different macrolithotypes in the southern Junggar Basin of Northwest China

Coalbed methane (CBM) development in the southern Junggar Basin of Northwest China has aroused extensive attention owing to its significant resource potential. The accurate characterization of coal pore structure is important for CBM exploration and production. In order to explore the relationship between coal pore structure and macrolithotype, which has rarely been studied in the southern Junggar Basin, a series of laboratory experiments were performed on eight samples of different macrolithotypes. The results show that the porosity exhibits regularity with macrolithotype in the order bright < semibright < semidull < dull, and also shows an increase with the rise of the inertinite content. The pore-size distribution results show that the dominating pores of bright and semibright coals are usually greater than that of dull and semidull coals in size. The pore-type analysis indicates that the bottleneck pores (Type B) are well developed in dull and semidull coals, while bright and semibright coals mainly host two sides (Type A), namely opened pores and one-side-closed pores (Type C). The pore-type and -size distribution strongly affect pore connectivity refers to the facts that: 1) the proportion of effective porosity increases with an increasing proportion of pores greater than 100 nm in size; and 2) that the mercury withdrawal efficiency is always lower when the pores are mostly of Type B. So the pore connectivity of semibright and bright coals is higher than that of semidull and dull coals. Furthermore, pores are developed mainly in the inertinite, with pore-type being dominated by Type B and C, secondly in the vitrinite, with pore-type being dominated by Type A and C, and less developed in the liptinite with pore-type of B and C. The pore connectivity of each maceral is in the order vitrinite > inertinite > liptinite. Finally, according to the research results, the reservoir fracturing improvement should be more arranged on the dull or semi-dull coals, and the producing layers should be bright or semi-bright coals as much as possible on the premise that the gas contents of coal layers are not much different from each other.     

某核废物填埋区土壤对Sr吸附的动态模拟实验研究

目前,我国处理极低放废物采用的是就近地质填埋的方法,通过选择合适的吸附材料及添加剂,建立人工屏障,以最大限度地阻滞核素进入与人类生活有关的自然环境中。这里通过研究某地土壤对Sr的吸附,做了动态模拟试验,建立了动态模型,进行不同高度柱体的对比实验。经实验表明：填埋区土壤TY29＋1％人造沸石作为填埋场屏障材料,可营造“碱性～还原”氛围,对阻滞Sr迁移非常有效。不同高度柱体对比实验表明：当柱高度之比为1：2：3,C／C0=0．5时,其累计输出的流量之比为1：1．96：2．16,平均渗透系数分别为：0．62、0．52、0．54。由此可见,随高度增加,吸附性能呈增高的趋势,且柱体渗透性降低。在柱体吸附一段时间后,三个柱的吸附能力都出现了减小的突越,这与在吸附过程中前期为物理吸附进行的较快,后期为化学吸附进行的较慢有关。