侵彻引信用磁电传感器的输出特性仿真分析

目的 解决侵彻引信用磁电传感器在不同侵彻环境下输出特性难以预知的问题,掌握不同结构参数对传感器输出的影响。方法 基于一种新型磁电传感器的结构原理,提出一种联合仿真研究方法,研究过程分为2部分,一部分是利用ADAMS软件进行磁电传感器惯性系统的力学特性仿真,另一部分是利用COMSOL软件进行传感器机电转换元件的磁电特性仿真,仿真模型的输入是战斗部在穿靶过程中的过载信息。通过磁电传感器在多次冲击加载试验中获取的实测数据,对仿真模型的仿真结果进行验证。改变仿真模型的相关参数,模拟并分析传感器结构对仿真输出特性的影响。结果 仿真穿靶时间的平均绝对误差约为138 μs,穿靶时刻仿真电压值的平均相对误差约为5.9%。在给定力学环境的前提下,侵彻引信用磁电传感器中的线圈与磁铁的相对高度会影响输出信号的正负、幅值以及波峰出现的时间,线圈匝数、线圈与磁铁之间的间隔仅对信号的幅值产生影响。结论 仿真误差在可控范围内,验证了联合仿真模型的正确性与该研究方法的可行性。该仿真模型可以为侵彻引信用磁电传感器的设计提供指导,并为后续进一步验证侵彻引信起爆控制系统的性能工作提供了新的思路。     

流域水污染综合防治的生态效益分析

将模糊综合评价和pead生长曲线法引入到流域水污染防治的效益分析当中，建立了流域水污染防治的生态效益分析方法。以云南省寻甸县牛栏江小流域水污染综合防治规划为例，采用模糊数学法对水污染造成的水资源价值损失进行了估算，采用曲线法对水污染综合防治的生态价值进行分析，得刭水资源价值和生态价值分别为2730．3万元／年和491．45万元／年。最后将所有经济效益和费用贴现，计算效费比为3．68。分析结果可知，牛栏江小流域水污染综合防治具有良好的环境效益、经济效益和社会效益。     

经济发达县域耕地土壤重金属污染评价及其影响因素分析

通过对昆山市14个区镇91个土壤样品中As、Cd、Cr、Cu、Pb、Ni、Hg、Zn 8种重金属测定分析，对该市耕地土壤重金属污染进行评价并进行重金属污染的影响因素分析。结果表明，昆山市耕地土壤存在不同程度的轻微污染，重金属Cd、Cr、Cu、Pb、Hg、Zn均超过国家土壤背景值，旱地、水田中均以Hg污染范围较广、变异系数较大。综合污染指数表现为水田（115）>旱地（100）。区镇耕地重金属污染评价表明千灯、陆扬、石浦、锦溪、石牌处于警戒值之内，蓬朗、周庄、张浦、正仪、周市、巴城、淀山湖、花桥、陆家轻度污染；昆山市耕地土壤中重金属元素均未超过土壤环境基本容量，能够保证作物品质和农业持续发展。同时，研究表明区域重金属轻微污染具有复合污染的特性，Cd、Pb相关性最高(〖WTBX〗P〖WTBZ〗=0621 0)， Pb与Hg、Cu、Zn、Cu与Cr也有相关性（0438 7、0426 0、0350 9、0394 0），区域重金属的轻微污染受人为因素影响显著，研究指出应加强对区域优先控制污染物Hg、次优先控制污染物Pb、Cd、Zn、Cu、Cr的控制与治理。     

我国沿海地区水污染区域治理探讨

本文分析了我国当前水污染区域治理的难度，沿海地区水污染的主要问题，探讨了污染区域治理的基本原则，提出了水污染治理的重点区域和水污染区域治理的主要途径，并以浑河流域沈阳地区２０００年水污染物总量控制为例，概述总量控制方法和目标     

快速城镇化进程中城市河流污染治理问题研究

城市河流是城市的生命线,对于当地经济发展和居民身心健康均有不可替代的重要作用。通过分析我国城市河流污染的总体现状发现,我国城市河流治污面临着城市化进程、区域利益分化、职能部门能力缺失等困境,以此为前提,分别从树立正确的城市河流治污观念、设立流域综合管理机构、预防为主和防控结合、建立科学合理的城市河流生态系统修复模式几方面提出完善对策。     

秦皇岛室内甲醛污染现状调查及其防控

选取典型小区,对秦皇岛市室内甲醛污染现状进行了调查,调查结果表明秦皇岛市住宅内甲醛污染严重,并将全过程控制理论应用于住宅装修过程中,有效降低了室内甲醛污染,提出了通过通风、选材、加温加湿、负离子功能产品、室内净化设施等多种措施来有效控制室内甲醛污染。     

Postemergence Control of Microstegium vimineum on Riparian Restoration Sites with Aquatic‐Use Registered Herbicides

Microstegium vimineum is an invasive grass introduced from Asia that has spread throughout riparian areas of the eastern United States threatening native riparian vegetation. Postemergence (POST) herbicides registered for aquatic use were evaluated for control of M. vimineum on two riparian restoration sites in the Piedmont and Upper Coastal Plain of North Carolina. This study found that standard and lower than standard rates of diquat, fluridone, flumioxazin, glyphosate, imazamox, and imazapyr reduced weed stem density and biomass at 6 and 30 weeks after treatment (WAT). Both rates of bispyribac and penoxsulam provided less control of M. vimineum. Visual ratings showed both rates of diquat, flumioxazin, imazamox, and imazapyr controlled 63‐100% of M. vimineum at 6 WAT and 84‐100% at 30 WAT. Fluridone and glyphosate provided slightly less control. Bispyribac and penoxsulam treatments provided less control at 6 and 30 WAT compared to the other treatments. Plots treated with both rates of diquat, flumioxazin, imazamox, and imazapyr were nearly devoid of all vegetation at 30 WAT. Recommendations include POST application of lower than standard rates of diquat, flumioxazin, fluridone, glyphosate, imazamox, and imazapyr on riparian restoration sites infested with M. vimineum. Immediate vegetation management measures including temporary and permanent plant cover should be employed on treated sites where weeds are completely eradicated to prevent erosion.     

我国农业面源污染的控制与管理研究

主要通过我国污染源普查和2013年环境公报介绍了我国农业面源污染的现状,并从土壤侵蚀、农业化肥及农药、畜禽粪尿污染、农村生活污水和固体废弃物垃圾、大气干湿沉降、航运污染等方面介绍了我国污染源农业面源污染的成因,结合对土地利用方式、农业活动和田间管理、畜禽粪便及垃圾污染、社会经济因素等农业面源污染的影响因素的分析,分别从技术措施、法律措施和经济措施3方面入手提出了我国面源污染的控制和管理措施。     

我国重金属防治与土壤修复行业2013年发展综述

综述了2013年我国重金属防治与土壤修复行业的发展环境、行业的技术发展进展,分析了我国重金属防治与土壤修复的市场规模和市场潜力,针对行业发展中存在的主要问题,提出了解决对策和建议,并对行业的发展进行了展望。     

Chloride Released from Three Permeable Pavement Surfaces after Winter Salt Application

Few studies exist on how chloride from chloride‐based deicers is transported in infiltration‐based stormwater control measures. In 2009, the U.S. Environmental Protection Agency (USEPA) constructed a 0.4 ha parking lot in Edison, New Jersey, that was surfaced with permeable interlocking concrete pavers (PICP), pervious concrete (PC), and porous asphalt (PA). Each surface type has four equally sized, lined sections that direct all infiltrate to separate 5.7 m³ collection tanks. The USEPA acute criterion for aquatic life (860 mg/l) was exceeded in events immediately following a snow event. Concentrations of the infiltrate exceeded the detection limit (5 mg/l) year round but did not exceed the USEPA chronic toxicity (230 mg/l) after April. The chloride concentration decreased with cumulative rainfall since previous snow event, and a power regression described this relationship. In the power regression, the coefficient (b) described the initial concentration following a snow event, and the exponent (m) described the rate in which chloride was flushed through the system with infiltrating water. PC had the largest coefficient (5,664) and largest absolute exponent (?0.92), followed closely by PICP (b = 4,943 and m = ?0.87), and distantly by PA (b = 2,907 and m = ?0.67). The differences in release rate were proportional to the measured surface infiltration rates of 4,000; 2,400; and 200 cm/h for PC, PICP, and PA, respectively. These results will assist those who manage or regulate stormwater where receiving waters are chloride impaired.