基于灰色系统理论的尾矿库坝体形变位移预测方法

为了降低尾矿库在金属非金属矿山安全生产中的危险,提高尾矿库在线监测数据的准确性,提高尾矿库工程溃决的预报预测水平,将尾矿库坝体形变位移作为研究重点,以在线监测技术测得的数值为原始数据,利用灰色系统理论的方法,以时间为主线,建立尾矿库坝体位移数学模型.最后,进行了工程实际坝体形变位移预测,结果表明,利用灰色系统理论建立的模型进行预测可以排除天气、人工、现场条件等许多因素的影响,为人工监测提供可靠依据.     

快速城市化地区塘的消减过程研究--以广州市天河区为例

塘是我国南方地区常见的、分布广泛的景观类型,也是相对独立的水生生态系统,在生态系统服务和人类经济文化活动中扮演着非常重要的角色。国际学者对其在保护生物多样性、防涝排水、提升景观及改善人居环境等方面的生态功能研究较多,但国内对塘的形成、消减过程、生态环境功能效应等科学问题一直认识不足,在人口和土地的快速城市化胁迫下,为了增加建设用地使用面积而将水塘填埋的行为广泛存在。文章以广州市天河区为研究区,以1996、2000、2004、2007、2011年5期遥感影像为数据,通过目视解译获取研究区的土地利用特征,提取水塘信息,依据塘的主要功能对塘进行分类,通过缓冲区分析、主成份分析和转移矩阵分析探索快速城市化地区水塘消减过程的数量和空间分布特征。结果表明：（1）研究区内水塘景观在15 a间显著消减,数量由109个减至20个,面积由36.30 hm2降至13.18 hm2,个体减少率为81.65%,面积减少率为63.69%;（2）不同时段、不同功能类型的水塘消减过程存在明显差异,养殖塘、风水塘、山塘和灌溉塘面积急剧减少,景观塘面积先降后增;（3）各时段的塘转换主要去向为居住用地、商业及工矿用地等,周边土地利用格局有交通用地、荒草地的塘更易于被转换成建设用地等其他土地利用类型;（4）在城市人居环境建设中,水塘具有保持生物多样性、调节气温、改善气候、防旱排涝、改善人居环境等生态价值,又具有历史文化、景观美化等人文价值,但水塘已成为快速城市化地区居住、商业、工矿用地的主要侵占对象。作为冷岛的水塘生态系统,在城市化进程和各项规划中都应受到重视与保护。     

Abundance,spatial distribution,and physical characteristics of microplastics in stormwater detention ponds

Despite extensive research on microplastics (MP) in marine environments, little is known about MP abundance and transport in terrestrial systems. There is, therefore, still little understanding of the main mechanisms driving the substantial transport of MP across different environmental compartments. Storm events can transport MP beyond boundaries, such as from the land to groundwater or the ocean, as has already been discovered for organic carbon transport. Urban stormwater detention ponds are suitable environments to study the impact of stormwater on the environmental fate and transport of MP. Herein, we investigate the longitudinal and vertical distribution of MP within two detention ponds with different physical characteristics. Soil samples were collected at various locations and from multiple depths (surface and subsurface layers) for measuring MP concentrations using fluorescence microscopy. Our findings show that MP are retained more near the inlet of the ponds, and MP of larger sizes were found more abundantly near inlets than outlets. We also found that MP mass and sizes decrease from surface soil to subsurface soil. In the pond, where vegetation (grass root network) was more considerable, MP were found more evenly distributed along the depth. In terms of shape, the fragments were the most abundant MP shape.     

漂浮植物塘协同处理农村分散生活污水研究

通过实验考察了漂浮植物塘对经模拟化粪池简易处理的农村分散生活污水的深度净化效果,结果表明：水葫芦、大薸、聚草塘对上述污水均具有良好的净化效果,水葫芦塘对TP的去除效果最好,大薸塘对TN和NH⁺₄-N的去除效果最好。当水力停留时间为20 d时,3种漂浮植物塘的出水污染物含量可低于GB/T 18921-2002观赏性景观环境用水河道类标准。在南方农村宅沟园河内种植漂浮植物是构建农村实用生活污水收集处理系统、控制农村生活污水对河道污染的一种有效措施。     

超高速活性污泥法的试验研究

吸附活性污泥法是一种高效率的污水处理方法，曝气池停留时间约４０ｍｉｎ、ＣＯＤ、ＢＯＤ５和ＳＳ的去除率可达到６０－７０％。本文以试验结果为基础，探讨了停留时间，污泥浓度，污泥回流比和污浓度对处理效果的影响，也探讨了该方法对氮，磷的去除效果。     

滤食性鲢鳙鱼对池塘浮游生物的影响

通过鲢鳙鱼不同密度的放养试验，研究了滤食性鱼类对池塘浮游生物结构的影响。结果表明，随鲢鳙鱼密度的增加，浮游植物生产力并不下降，密度有所提高；鲢鳙鱼的放养促使浮游动植物向小型化发展；鲢鳙鱼放养密度对浮游生物多样性指数无明显影响。     

Fate of permethrin in model outdoor ponds

Abstract

In 1979 and 1980, outdoor artificial ponds were treated with ¹⁴C‐pennethrin (labelled at either the cyclopropyl or methylene position) at 0.028 kg/ha (15 ug/L). Uptake of permethrin by duckweed and hydrosoil was monitored by direct combustion, TLC‐autoradiography, HPLC, and liquid scintillation counting. Rapid loss of permethrin from the waiter coincided with the detection of five degradation products in the water at concentrations below 2.0 ug/L. The products were cis‐ and trans‐cyclopropyl acid, phenoxybenzoic acid, and phenoxybenzyl alcohol, and an unknown non‐cleaved product of permethrin. Permethrin was readily sorbed by duckweed but was not persistent. Permethrin residues in the hydrosoil, which was the major sink for permethrin added to the ponds, were persistent and were detected at 420 days post‐treatment. Cis‐permethrin was more persistent in the hydrosoil than the trans‐permethrin. The results indicated that permethrin in water was short‐lived at an application rate of 15 ug/L because of the rapid degradation of permethrin in the water and sorption of permethrin by the hydrosoil and vegetation. However, at one year post‐treatment, permethrin residues were still detected in the hydrosoil at 1.0 ug/kg.     

Hydrologic Impact Assessment of Land Cover Change and Stormwater Management Using the Hydrologic Footprint Residence

Urbanization impacts the stormwater regime through increased runoff volumes and velocities. Detention ponds and low impact development (LID) strategies may be implemented to control stormwater runoff. Typically, mitigation strategies are designed to maintain postdevelopment peak flows at predevelopment levels for a set of design storms. Peak flow does not capture the extent of changes to the hydrologic flow regime, and the hydrologic footprint residence (HFR) was developed to calculate the area and duration of inundated land during a storm. This study couples a cellular automata land cover change model with a hydrologic and hydraulic framework to generate spatial projections of future development on the fringe of a rapidly urbanizing metropolitan area. The hydrologic flow regime is characterized for existing and projected land cover patterns under detention pond and LID‐based control, using the HFR and peak flow values. Results demonstrate that for less intense and frequent rainfall events, LID solutions are better with respect to HFR; for larger storms, detention pond strategies perform better with respect to HFR and peak flow.     

闽江口养殖塘水-大气界面温室气体通量日进程特征

湿地围垦养殖是人类对于滨海湿地的主要干扰方式之一.以闽江口鳝鱼滩湿地围垦养虾塘和鱼虾混养塘为研究对象,利用悬浮箱-气相色谱法对养殖塘秋季水-大气界面CO2、CH4和N2O通量日进程进行了观测并同步测定了地面气象及表层水的物理、生物和化学指标.养虾塘和鱼虾混养塘水-大气界面CO2、CH4和N2O通量均具有明显的日变化特征,2种养殖塘整体上均表现为吸收CO2的汇,CO2通量平均值分别为-48.79 mg·（m2·h）-1和-105.25 mg·（m2·h）-1,排放CH4的源,CH4通量平均值分别为1.00 mg.（m2.h）-1和5.74 mg·（m2·h）-1,鱼虾混养塘水-大气界面CH4排放量和CO2吸收量均高于养虾塘.养殖塘水-大气界面温室气体通量受到诸多环境因子的影响,多元逐步回归分析结果表明,对于养虾塘,叶绿素a是影响其水-大气界面CO2通量日变化的主要环境因子,PO34-和SO24-是影响水-大气界面CH4通量日变化的主要环境要素;鱼虾混养塘水-大气界面CO2通量主要受到水温、叶绿素a的影响,而溶解氧、PO34-和pH是影响其CH4通量的主要环境因子。     

亚热带浅水池塘水-气界面甲烷通量特征

为研究亚热带富营养化浅水池塘水-气界面CH_4释放通量特征,以宜昌地区5个浅水池塘为对象,利用静态通量箱法进行了为期一年的水-气界面CH_4通量监测.结果表明,这5个池塘CH_4的年释放量分别为4.495、12.702、6.827、8.920、17.560 mg·(m~2·h)~(-1).其中扩散通量分别为0.075、0.087、0.118、0.086、0.151 mg·(m~2·h)~(-1),冒泡通量分别为4.420、12.616、6.709、8.834、17.409 mg·(m~2·h)~(-1),CH_4冒泡量占CH_4释放总量的98%以上,并且CH_4释放量明显高于其他水域生态系统(湖泊、水库).可见在富营养化浅水水域中,CH_4释放量较大,且冒泡排放是CH_4的主要排放方式,而只关注扩散排放而忽略冒泡排放则会大大低估CH_4释放量.