基于多准则决策的长江经济带国土空间脆弱性与恢复力研究

科学评估国土空间脆弱性与恢复力并解释其时空分布特征,能为国土空间开发与保护相关决策提供参考。采用综合指数法和有序加权平均（Ordered Weighted Averaging, OWA）法分别评价和模拟长江经济带市域国土空间脆弱性及国土空间恢复力,并对二者的组合情况进行综合分析。结果表明：（1）2008-2017年间长江经济带国土空间脆弱性指数有明显下降趋势,累计下降率为16.49%,脆弱性指数从西向东逐步下降;（2）长江经济带“生态优先型”“维持现状型”“开发优先型”政策情景下国土空间恢复力分别处于较高（占47.22%）、中等（占35.19%）、低恢复力（占99.07%）水平;（3）长江经济带国土空间以低脆弱性-中等恢复力、低脆弱性-较低恢复力为主导,占30.63%,国土空间整体脆弱性低,恢复力处于较低至中等水平。     

模糊集值统计法在煤矿安全评价指标权值中的应用

应用模糊集值统计的理论 ,对煤矿安全评价中具有随机性和模糊性的指标进行数学分析 ,进一步改进了其权值的确定方法 ,使其更加符合实际情况 ,并对由此得出的权值进行了可靠性分析。通过实例表明 ,该方法克服了经典统计法的不足 ,提高了煤矿安全评价的实用性和科学性     

用H-Kappa方法反演龙门山断裂带及其邻区的莫霍面深度及波速比分布

利用龙门山断裂带及其邻近地区地震台站的远震波形记录,采用时间域迭代反褶积技术求取接收函数,并用多次反射波能量扫描求极大值和波形叠加反演的方法(H-Kappa方法)计算出台站下方的莫霍面深度和波速比。结果显示:莫霍面位于扬子地台西缘部分向西侧倾斜缓降,深度在40～48 km变化,地壳平均波速比值为1.81;都江堰、汶川、耿达一带处在龙门山推覆体范围之内的莫霍面起伏变化不大,深度在45 km左右,地壳平均波速比值为1.707 5;龙门山断裂带西侧的松潘—甘孜地块的平均地壳波速比为1.76,莫霍面深度南面部分比北面深约10 km,呈南深北浅状。     

基于加权叠加模型的高原湖泊流域重要生态用地识别——以星云湖流域为例

生态用地在维持区域生态平衡和保障区域生态安全具有重要意义。以云南星云湖流域为研究区,运用层次分析法和GIS技术,从水土保持、地质灾害规避与防护、生物多样性保护和水资源安全4个方面,构建了流域重要生态用地识别指标及其识别方法,并识别出流域重要生态用地空间分布。结果表明:(1)加权叠加模型更适用于高原湖泊流域重要生态用地识别;(2)根据生态用地重要性分为核心型、辅助型、过渡型和非重要生态用地,面积分别为75.98 km~2、105.05 km~2、89.47 km~2和65.11 km~2,分别占流域生态用地总面积的22.64%、31.30%、26.66%和19.40%。识别结果能较好地反映重要生态用地维护流域的生态安全。以星云湖流域作为高原湖泊流域的典型,为高原湖泊生态保护提供科学方向,以期协调流域经济发展与生态保护的矛盾,促进可持续发展。     

2000年环保战略目标定量考核方法研究

参加国家环保局科技3项费用课题《2000年环境保护战略目标定量考核指标研究》的8个地区对于2000年环保战略目标提出了不同的考核方法.本文在深入分析各种考核方法的基础上,通过归纳总结,向读者推荐几种基本方法,它们是 TOPS(?)S 方法、简单加性加权法和公式计分法.这些方法是一些基本的数学手段,通过对各具体考核指标的适当综合,归纳出表征总体目标实现程度的数值.即:这些方法是整体考核方法,从整体上说明存在问题和差距,为决策者提供实现环保战略目标的科学依据.     

土壤固化剂在尾矿干堆适用性试验研究

为了探究不同类型土壤固化剂在尾矿干堆应用的可行性,选取了有机类（A:环氧树脂E51+环氧树脂固化剂W93与B:环氧树脂E51+环氧树脂固化剂T31）、无机类（C:水玻璃+氯化钙与D:水玻璃+五水硫酸铜+硫酸铝钾）与生物酶类（E:FRT与F:DS）固化剂开展室内试验,对固结后的硬度指标进行测试,并对固化剂的抗高温性能、抗风性能与抗水性能进行试验研究。结果表明:喷洒固化剂的砂模表层会形成一定硬度的壳体;所有固化剂的抗高温效果良好;喷洒了C、D固化剂的砂模在风吹后的质量损失率较其余固化剂的大;B、F的抗水性能在所有固化剂中的效果最好。     

变化环境下北江下游年径流量的加权马尔可夫链预测

在气候变化和人类活动的影响下,西北江的水文环境发生了重大变化,导致北江下游的来水条件发生变化。采用斯波曼检验（Spearman’s rho test）和Mann-kendall法系统地分析了北江下游的年径流量的变化趋势和变异情况,在此基础上建立了北江下游变化环境下年径流量的加权马尔可夫链预测模型。结果表明：西北江近50年来的大规模联围筑闸、大规模无序采掘河床泥沙等剧烈的人类活动,导致北江下游三水水文站年径流量在1990年左右发生了变异;所建立的加权马尔可夫链预测结果表明,从变异后的序列中统计出来的状态＂转移概率＂矩阵,能准确地反映出环境变化后年径流量之间的关系,所建立的加权马尔可夫链法预测变化环境下的年径流量是可行的,预测效果也比较好;按文章确定的分级标准,依现有的资料信息推断,环境发生变化后,在未来长期过程中,北江下游出现平水年的机会最大,但年际间的丰枯波动概率也不小。这一结果值得水资源管理部门注意。     

2,4-dichlorophenoxyacetic acid (2,4-D) micropollutant herbicide removing from water using granular and powdered activated carbons: a comparison applied for water treatment and health safety

Abstract

Activated carbons are well-known porous materials as an effective adsorbent used for the removal of emerging contaminants, such as herbicides, which are increasingly present in water bodies. Most water treatment plants, specially in Brazil, are unable to completely remove such contaminants by the conventional process and advanced treatment using activated carbons is required. The aim of this paper was to verify the influence of the activated carbons granulometry and specific surface area on the 2,4-dichlorophenoxyacetic acid (2,4-D) herbicide removal efficiency using distilled-deionized water and filtered water collected from a conventional Water Treatment Plant. Commercial activated carbons samples used in this work were obtained from two different manufacturers. Activated carbons were analyzed by the specific surface area, pore size and volume distribution, nuclear magnetic resonance, infrared and x-ray spectroscopy, moisture, volatile matter and ash contents. Batch adsorption isotherms experiments were used and performed by Langmuir and Freundlich models. Granular and powdered activated carbons removed over 99% of 2,4-D in distilled water and near to 99% using filtered water. The activated carbons evaluated in this work presented high performance and played a key role in water treatment by removing 2,4-D herbicide, ensuring the protection of human health and the ecosystem.     

A GIS analysis of suitability for construction aggregate recycling sites using regional transportation network and population density features

Aggregate is used in road and building construction to provide bulk, strength, support, and wear resistance. Reclaimed asphalt pavement (RAP) and reclaimed Portland cement concrete (RPCC) are abundant and available sources of recycled aggregate. In this paper, current aggregate production operations in Virginia, Maryland, and the District of Columbia are used to develop spatial association models for the recycled aggregate industry with regional transportation network and population density features.The cost of construction aggregate to the end user is strongly influenced by the cost of transporting processed aggregate from the production site to the construction site. More than 60% of operations recycling aggregate in the mid-Atlantic study area are located within 4.8 km (3 miles) of an interstate highway. Transportation corridors provide both sites of likely road construction where aggregate is used and an efficient means to move both materials and on-site processing equipment back and forth from various work sites to the recycling operations.Urban and developing areas provide a high market demand for aggregate and a ready source of construction debris that may be processed into recycled aggregate. Most aggregate recycling operators in the study area are sited in counties with population densities exceeding 77 people/km² (200 people/mile²). No aggregate recycling operations are sited in counties with less than 19 people/km² (50 people/mile²), reflecting the lack of sufficient long-term sources of construction debris to be used as an aggregate source, as well as the lack of a sufficient market demand for aggregate in most rural areas to locate a recycling operation there or justify the required investment in the equipment to process and produce recycled aggregate.Weights of evidence analyses (WofE), measuring correlation on an area-normalized basis, and weighted logistic regression (WLR), are used to model the distribution of RAP and RPCC operations relative to transportation network and population distribution data. The models can be used on a regional scale to quickly map the relative site suitability for a RAP or RPCC aggregate recycling operation in a particular area based on transportation network and population parameters. The results can be used to identify general areas to be further evaluated on a site-specific basis using more detailed marketplace information. As transportation or population features change due to planning or actual development, the models can be easily revised to reflect these changes.     

聚烯丙基磺酸钠接枝空心玻璃微珠的制备及其吸附性能研究

通过将烯丙基磺酸钠（SAS）和硅烷偶联剂接枝到空心玻璃微珠表面,制备出新型空心玻璃微珠基吸附剂（KNH-g-PSAS）并采用扫描电子显微镜,能量分散光谱,X射线光电子能谱,傅里叶变换红外光谱,热重分析和X射线衍射仪等对其进行了充分的表征,显示了SAS的成功接枝.此外,系统地研究了溶液的pH值,接触时间,初始浓度和温度对KNH-g-PSAS吸附阳离子染料的影响.准二级动力学模型和Langmuir等温线模型分别很好地描述了吸附动力学和吸附等温线,表明吸附是发生在吸附剂表面且均匀的单层吸附.吸附实验表明,在最佳条件下,KNH-g-PSAS对碱性品红、金胺O、结晶紫和孔雀石绿的吸附能力分别为2247.19mg/g,2317.46mg/g,2557.54mg/g,2808.98mg/g.KNH-g-PSAS具有出色的自上浮性能和回收表现.