Study on the Balance of Agricultural Water and Land Resources on Ningxia Plain

The article puts forward the process and means of regional water and land balance research, and then from two scenarios which are the balances under natural regulation and human intervention, calculated and analysed the balance between water and land on Ningxia Plain. For the balance under natural regulation named farmland water balance, using farmland water resource balance equation, the research estimated the monthly farmland＂ water balance of 8 major crops for all of the 12 counties on Ningxia Plain in the period of 1960-2001; for the balance under human intervention, the research estimated land-use water balance equation of the counties in 2000, and calculated the balance between land use and water resources including irrigating water of all the 12 counties on Ningxia Plain. Results showed that ①precipitation can not meet the water demand of the crops for growth and development on Ningxia Plain, and water shortage is the primary character of farmland water balance under natural regulation. ②the diversity of water and land balance of different counties is distinctly influenced by the crop structure, water quantity for irrigation and irrigation level. ③Irrigation water could meet the crop water demand on Ningxia Plain in 2000, but there was not much space to expand irrigating cultivated land.     

基于稳定氢同位素的太原市大气单环芳烃来源

采集太原市城北和城南区域环境空气和5类污染源挥发性有机物样品,测定样品中典型单环芳烃稳定氢同位素（δD）组成,基于同位素质量平衡原理计算单环芳烃从源到环境空气受体的δD初始混合值,探讨单环芳烃来源.结果表明,柴油挥发源、溶剂挥发源、汽油挥发源（97^#）、汽油挥发源（95^#）、机动车尾气（97^#）、机动车尾气（95^#）和民用燃煤源中单环芳烃δD范围依次为：（-138.7‰~-115.5‰）、（-147.0‰~-121.0‰）、（-150.8‰~-117.6‰）、（-131.8‰~-113.8‰）、（-171.2‰~-120.0‰）、（-138.9‰~-102.7‰）和（-168.3‰~-142.3‰）,民用燃煤源中单环芳烃δD显著贫重氢同位素（D）组成,机动车尾气源与汽油挥发源中苯的δD相比显著贫D,可用于探索污染物转化过程;城北和城南环境空气中δD范围为（-131.7‰~-115.1‰）和（-131.9‰~-74.9‰）,δD初始混合值为-138.4‰和-173.9‰,体现了其来源差异.     

Treatability studies of naphthalene in soil,water and air with persulfate activated by iron(Ⅱ)

Chemical oxidation was applied to an artificially contaminated soil with naphthalene (NAP). Evaluation of NAP distribution and mass reduction in soil, water and air phases was carried out through mass balance. Evaluation of NAP distribution and mass reduction in soil, water and air phases was carried out through mass balance. The importance of the air phase analysis was emphasized by demonstrating how NAP behaves in a sealed system over a 4 hr reaction period. Design of Experiments method was applied to the following variables: sodium persulfate concentration [SP], ferrous sulfate concentration [FeSO₄], and pH. The system operated with a prefixed solid to liquid ratio of 1:2. The following conditions resulted in optimum NAP removal [SP] = 18.37 g/L, [FeSO₄] = 4.25 g/L and pH = 3.00. At the end of the 4 hr reaction, 62% of NAP was degraded. In the soil phase, the chemical oxidation reduced the NAP concentration thus achieving levels which comply with Brazilian and USA environmental legislations. Besides the NAP partitioning view, the monitoring of each phase allowed the variabilities assessment over the process, refining the knowledge of mass reduction. Based on NAP distribution in the system, this study demonstrates the importance of evaluating the presence of semi-volatile and volatile organic compounds in the air phase during remediation, so that there is greater control of the system as to the distribution and presence of the contaminant in the environment. The results highlight the importance of treating the contaminant in all its phases at the contaminated site.     

磁性氧化石墨处理乳化含油废水及磁致增强效应

以高铁酸钾为氧化剂,基于改进Hummers法制备了新型磁性氧化石墨材料,在SEM、FTIR、氮气吸脱附和表面接触角表征基础上,探究了该材料处理乳化含油废水的效果及磁致增强效应.结果表明：相较于石墨,磁性氧化石墨比表面积增大,表面有卷曲结构并负载着Fe₃O₄颗粒,具有含氧官能团,存在疏水性较强的微观孔隙结构.在外加磁场条件下,磁性氧化石墨团聚,形成疏水性宏观孔隙结构,利于乳化油滴的吸附和附着.磁性氧化石墨处理乳化含油废水的能力远好于石墨与粉末活性炭,且处理效率与磁场强度成正相关,COD去除率可达95%以上.使用后的磁性氧化石墨进行溶剂萃取或热处理,可以循环使用.磁性氧化石墨经过4次循环使用,热再生效率为92%,溶剂萃取再生效率为86%.以上研究为乳化含油废水的处理提供了一种有效的方法.     

中国乘用车塑料的动态物质流分析

结合行业信息并基于动态物质流模型,本文对1950~2050年间中国乘用车塑料流量与存量进行了历史测算与情景分析.历史测算表明：1950~2018年国内乘用车行业累计消耗了以聚丙烯（PP）、聚氨酯（PU）等为主的塑料3278万t,产生了337万t塑料废弃物;报废汽车拆解后的车用废塑料仅28%得到回收利用.针对未来情况,本文设计了乘用车保有量、单车塑料使用量两大关键因素下的不同情景组合.结果显示车用塑料存量及废塑料产生量将大幅增长,到2050年存量将达到0.7~2.7亿t,废塑料产生量将达到500~1600万t,汽车拆解和塑料再生等相关行业对此应充分关注.到2050年车用废塑料回收率若能提升至80%,将减少376万t/a的车用废塑料填埋或焚烧,显著减少环境风险.     

农业经营规模化发展对环境效率的影响——基于地块层面的实证分析

为探析农业规模化经营与农业环境可持续性之间的关系,对农业经营规模对农业环境效率的影响进行理论分析,并在此基础上构建了物料平衡原则下农业环境效率测算模型和农业环境效率影响模型.基于2004~2016年浙江省农户水稻种植地块层面的面板数据,实证检验了土地面积、劳动投入、资本投入和农业产出等农业经营规模指标对农业环境效率的影响.结果显示,农业规模化发展将因投入和产出的扩张以多种方式影响其环境效率,其中土地面积规模与农业环境效率之间呈倒U型关系,劳动投入和资本投入对农业生产环境效率均有负向的影响,而农业产出规模的增加将促进农业环境效率的提升.     

中国报废汽车中铂族金属回收潜力估算

基于Gompertz模型预测中国2018~2050年民用汽车的社会保有量;在此基础上,采用物质流分析方法估算得出我国汽车高峰报废年限大约为9a.然后,通过市场供给A模型预测我国2018~2025年汽车报废量,结果显示,我国汽车报废量到2025年将达到2535.05万辆,并且地理空间分布极不均衡.基于上述汽车报废量的时空分布,测算不同技术发展情景下废汽车三元催化剂中的铂族金属回收潜力和需求量.结果显示：如果按照当前催化剂消耗水平,全国铂族金属的需求量均在2019年达到峰值,铂钯铑分别达到4.57,65.70,7.92t,有望实现行业内闭环供应;如果以欧盟汽车尾气治理标准为目标,而现有汽车技术不发生根本变化,需求量将大幅增加,铂钯铑分别在2020年达到峰值85.01,109.38,8.37t,存在严重的供需矛盾.为此,建议在汽车生产者责任延伸制度中,关注废催化剂的回收和再生利用,以促进前端生产环节在不同技术选择中考虑稀贵金属的供给限制.     

我国饲料粮区域产消平衡特征及政策启示

我国饲料粮消耗量大且增长迅速,已经成为我国粮食安全的首要影响因素,准确判断我国饲料粮的区域产消平衡特征对农业相关政策的制订具有重要的现实意义。论文在详细分析各省区不同畜牧产品粮食转化系数的基础上,对区域饲料粮的产消平衡状态及其原因进行了研究。结果显示：1）近年来我国饲料粮消费量快速上升,由2000年的21 730万t增长到2015年的30 549万t,15 a间增长了8 819万t。2）2015年生猪饲料粮消耗量最大,比例达到了44.4%,占据了我国饲料消耗总量的半壁江山。其次为禽蛋与禽肉消耗,消费占比分别为15.8%与12.7%;牛肉、羊肉、牛奶与水产品的饲料粮消费量比例均在5%~9%之间。3）2015年全国饲料粮总计短缺4 276万t,区域上呈现“北余南缺”的格局,东北黑龙江、吉林、内蒙古三省（区）成为我国最重要的饲料粮供应区域。从粮食转换系数与饲养结构来看,“北粮南运”现象是粮食资源的合理配置。论文提出三点政策建议：1）转变消费结构,增加牛肉与牛奶的消费量;2）推动“以粮为纲”向“粮经饲”三元种植结构转变;3）充分利用国际市场,从全球视角保护粮食安全。     

油气集输管道内防腐技术应用进展

针对油气田集输管道的内腐蚀问题,分别介绍了耐蚀材料、衬里技术、涂镀层技术与药剂防腐技术等管道内防腐技术及其现场应用效果,指出了耐蚀金属材料防腐效果显著,但存在经济效益差的缺点。为降低成本,选用双金属复合管替代耐蚀金属材料,但其焊缝位置腐蚀失效频发,成为制约其应用的薄弱环节。耐蚀非金属材料防腐效果显著,但耐高温性能与力学性能较差,受温度、压力与CO_2、H_2S、固体颗粒等介质成分的影响,衬里技术与涂镀层技术的应用范围受到限制。药剂防腐技术的防护效果与药剂类型、加药工艺密切相关,需要根据腐蚀工况监测结果进行实时调整。针对上述内防腐技术存在的问题,提出了未来内防腐技术的发展方向为改进现有内防腐技术存在的不足,提升其防护效果。同时,应开发防腐效果显著、经济成本低、施工简便、易于推广应用的防腐材料与防腐工艺技术。     

Prediction of Leachate Level in Kimpo Metropolitan Landfill Site by Total Water Balance

Kimpo metropolitan landfill has received various kinds of wastessince January 1992. The leachate level was measured to be 10.3 m in May 1995 and the level increased to 12.2 m in August 1996. Therefore, to prove the reason for the increasing leachate level, we calibrated hydraulic conductivity of each waste andintermediate layer using the HELP (Hydrologic Evaluation ofLandfill Performance) model. The leachate generation data measured from February 1993 to October 1995 was used in the model calibration. As a result of a model calibration, we obtained anaverage infiltration ratio and used this in analysis of the total water balance to predict elevation of leachate level. Main causes of the elevation of the leachate level were the high water content of the waste and the degradation of the leachate-drainage system caused by the subsidence of a naturalbarrier layer.