Stability of a Coal Waste Artificial Reef

The feasibility of using U.K. coal-fired power station waste materials for artificial reef production is being examined. in June, 1989, an experimental artificial reef was constructed in Poole Bay, off the central south coast of the U.K., using three different mixtures of pulverised fuel ash (PFA), flue gas desulphurisation (FGD) gypsum and slurry, stabilized with cement and formed into blocks. Fifty tonnes of 40 × 20 × 20 cm blocks were formed into eight conical reef units replicating three different PFA/gypsum mixtures and one concrete control. the reef structure is 10m below chart datum on a flat sandy sea-bed.

Combustion of coal concentrates the heavy metal content in the resultant ash. the purpose of stabilization of the ash as blocks is twofold: to immobilize heavy metals (or other components) and to provide hard substratum for the attachment of organisms. to examine the effectiveness of this stabilization and hence the environmental compatibility of the block materials, heavy metal (Cd, Cr, Cu, Pb, Mn, Ni, Zn) content of the blocks has been monitored routinely over two years, to determine leaching rates. Sectional profiles indicate partial replacement of calcium content by magnesium. Associated with this there has also been some redistribution of heavy metals. Only in the case of cadmium has there been a detectable loss from the surface of blocks. Chromium and manganese concentrations appear to have increased. the metal content of the reef epibiota (including ascidians, Ascidia mentula; hydroids, Halecium spp.; bryozoans, Bugula spp. and red algae) growing on the ash blocks has been compared to that of epibiota attached to the concrete controls and surrounding sea-bed. to date no evidence of excess bioaccumulation of metals has been detected.

The physical integrity of the ash reef blocks has been maintained. There is evidence that the blocks are increasing in compressive strength.

An indication of the fishery enhancement potential of the experimental structure is given by the presence of eight commercially fished species (crustaceans and molluscs) including lobsters (Homarus gammarus).     

哈密地区环境中^220Rn子体α潜能浓度所致居民剂量估算

用ＳｔｒａｎｄｅｎＥ．推荐的测量方法对哈密地区环境空气中２２０Ｒｎ子体α潜能浓度测量结果表明，室内、外平均值分别为５６．１和１０．２（×１０－７Ｊ·ｍ－３）。室内外２２０Ｒｎ／２２２Ｒｎ子体α潜能浓度比值分别为０．８４和０３２。２２０Ｒｎ子体所致居民有效剂量当量为２２８μＳｖ·ａ－１（集体有效剂量当量为０．９×０２ｍａｎ·Ｓｖ）。     

Analysis of the recycling system for aluminum cans,focusing on collection,transportation, and the intermediate processing methods

In this article, the systems for the collection and intermediate processing of used beverage cans (UBCs) are compared and analyzed, focusing on the time taken and the cost of processing, the energy consumption, and the emissions of CO₂, SO _x , and NO _x , during the process. We found that cases where the UBCs were crushed in the discharging process gave better results, and how the UBCs were collected was the most important factor. It was more desirable to treat UBCs in one place than in two places. When the transportation distance was longer, the pressed form of UBCs was more convenient. When the transportation distance was short, the original form, the crushed form, and the shredded form of UBCs were all suitable. That is, the contribution of the transportation process to the evaluation was large when the transport distance was long, and the contribution of the treatment process was large when the transport distance was short.     

基于函数极值条件下的中国碳达峰碳中和情景分析

基于函数极值条件提出了碳达峰出现时间和需要满足的理论条件,并对主要发达国家作了验证,同时对中国现状做了分析,最后采用了基准和强化两种情景分析了中国实现2030年碳达峰后进入2060年碳中和时期的二氧化碳排放量。研究结果显示：（1）根据IPAT恒等式将碳排放函数分解成人口、人均GDP和碳强度三个因素时,碳峰值出现时间为三个因素年增长率之和由正转负的正数值年度,发达国家的历史数据证实了这一条件。（2）中国三个因素年增长率之和自2003年起已经开始降低,最近几年一直在0.01~0.02徘徊,表明总体上朝着有利于碳达峰的方向发展,同时按照三个因素的预期发展目标计算得出中国2030年碳排放峰值的上限为112.2亿t,若2021—2035年保持相同的人均GDP年均复合增长率,碳强度年均复合增长率的绝对值需要比人均GDP年均复合增长率高0.14个百分点。（3）在能源消费总量逐渐回落的前提条件下,2060年基准情景下非化石能源占比约为65%,产生的二氧化碳量约为31.4亿t,强化情景下非化石能源占比约为70%,二氧化碳排放约为26.6亿t,而碳汇和CCUS等固碳技术还存在不确定性,碳中和任务依然艰巨。实现碳达峰碳中和最终需要控制能源消费,践行低碳消费行为。     

黄山大气气溶胶新粒子生长特性观测分析

利用2012年9月22日~10月28日黄山地区大气气溶胶、二氧化硫和臭氧观测数据,结合气象数据,分析气溶胶新粒子的生成-增长特征.分析发现,在33个有效观测日中,有新粒子生成-增长的观测日占总数的18.2%,其中晴天的发生频率为37.5%,新粒子生成-增长都开始于晴天上午,与无新粒子观测日相比,太阳辐射量、风速、SO2及O3浓度较高,环境温度和相对湿度较低.气溶胶新粒子的增长具有由小及大的特点,核模态气溶胶粒子(10~20nm)数浓度最先增加,爱根核模态粒子(20~50nm)数浓度随着时间推移逐渐增大,但浓度峰值依次下降,平均增长率为3.58nm/h. SO2浓度先于核模态气溶胶数浓度到达峰值,其氧化后的产物H2SO4为新粒子的核化提供前体物,并且参与新粒子的增长过程,当SO2浓度较低时,不会发生新粒子生长事件.     

关于生态用水研究的讨论

十几年生态用水研究进展,其概念从自然地理平衡说法到生态系统稳定说法,至今未明确统一。按生态用水概念的内涵,将生态、环境、生态环境与用水、需水、耗水6个词的多样组合归纳为生态需水和生态用水两个词。地带性植被生态用水是生态用水研究的基础,可为生态保护和植被建设提供依据和目标。建议生态用水概念定义为:维持各类生态系统正常发育与相对稳定所必需消耗和现存的水称为生态用水。     

基于标准化降水蒸散指数的陕西省近50 a干旱特征分析

基于陕西省18 个气象站点1961-2010 年实测气象资料,利用标准化降水蒸散指数(SPEI),通过计算各站历年逐月的SPEI 指数值,统计近50 a 各站点出现的干旱过程,分析了陕西省历年、历年各季及月尺度上的干旱发生频率、覆盖面积和干旱发生强度,揭示了陕西省干旱发生的时空和强度演变特征。研究结果表明,近50 a 来陕西省干旱发生频率呈明显的增长趋势,尤其是1990 年以来的近20 a;陕西省在年、春、夏、秋、冬及月尺度上均有干旱发生。其中,秋季干旱最为严重,春季次之。在年代际变化方面,全省以20 世纪90 年代干旱最为严重,2000 年以来的干旱次之;干旱出现既有全省性的大范围干旱,也有区域性的局部干旱,分布极不均匀,总体分布特征是北多南少;干旱发生强度分布呈现出关中最强、陕南次之、陕北最弱的特点。     

小球藻生长及其净化猪场废水条件的优化

为提高小球藻净化猪场废水的效果,在户外条件下系统比较了预处理方式、管道光反应器的种类和光径对蛋白核小球藻生长及其对猪场废水净化效果的影响。结果表明,猪场原废水COD、NH4+、PO43-、TN、TP含量分别为710、491、54、590和108 mg·L-1 时,蛋白核小球藻对经过3级过滤预处理后的猪场废水净化效果最好,其中脱色率及NH4+去除率分别高达88.56%和83.48%,显著高于对原废水的处理效果(P-1。采用直径为5 cm的立式光生物反应器培养蛋白核小球藻,通过循环采收,藻粉产量可达到0.93 g·L-1,其蛋白质含量最高达到58.9%,汞、砷、镉、铅含量分别小于0.1、1.0、0.5和4.0 mg·kg-1,符合《饲料用小球藻粉》(DB32/T 564-2010)标准。采收小球藻后的出水中,NH4+、PO43-、色度的去除率均高达90%以上,基本达到国家排放要求。该研究结果可为制定猪场废水的净化及蛋白核小球藻的工业化生产方案提供参考。     

灌区河道串联闸群防洪优化调度

针对河道串联闸群防洪优化调度的特点,详细推导了河道串联闸群防洪调度的洪水演算公式,明确了关键计算环节,建立了串联闸群防洪优化调度模型,应用水力学圣维南四点隐式差分法和遗传算法相结合对模型进行求解。采用VB6.0开发了人机交互的闸群防洪调度系统。通过实例计算,验证了河道串联闸群防洪优化调度方案的合理性,可为河道串联闸群防洪调度提供参考。     

建设项目竣工验收现场平行样控制指标研究

依据建设项目竣工环境保护验收中污水监测的要求,通过积累大量验收监测质量检查的实验数据,运用数理统计的方法,以化学需氧量和氨氮两个项目为例,建立了质控数据的评价方法,并确定了现场平行样偏差指标的限値。