Quantitative structure activity relationships for carp kidney ATPase endpoint

ＩｎｔｒｏｄｕｃｔｉｏｎＭｏｓｔｏｆｎｉｔｒｏａｒｏｍａｔｉｃｓａｒｅｉｍｐｏｒｔａｎｔｅｎｖｉｒｏｎｍｅｎｔａｌｐｏｌｌｕｔａｎｔｓ.ＴｈｅｃａｒｐｉｓｔｈｅｍａｊｏｒｅｃｏｎｏｍｉｃｆｉｓｈｉｎＣｈｉｎａａｎｄｉｓｏｎｅｏｆｔｈｅｆｉｖｅｓｔａｎ?..     

上海城市交通与机动车排气污染调查

上海市机动车保有量逐年增加，车辆的排气污染愈来愈严重，据调查，１９９７年机动画排放的ＣＯ，ＭＮＨＣ，ＮＯＸ和ＰＭ分别达到５８．６，９．０８，６．２０和０．２３万吨。中心城区机动车排放的ＣＯ，ＮＭＨＣ和ＮＯＸ污染物５０％以上来自于小型车，是影响上海城区环境空气质量的主要污染源。     

升流式厌氧污泥床筛分强度数学模型研究

通过对升流式厌氧污泥床的流动分析，提出了用离散数Ｄ定量地表示筛分强度。通过实验和回归分析，建立了Ｄ与水力负荷（Ｌ）和沼气沼气容积产量（Ｇ）的数学关系：Ｄ＝０．００３３Ｌ＋０．０４５Ｇ＋０．０７３。当Ｄ在０．０８８－０．０９５之间，用生活污水作基质，成功地培养出了颗粒污泥。     

特征分析方法优化大气监测布点及MATLAB语言实现

提出了运用特征分析方法优化大气监测布点,并介绍了该方法的MATLAB语言实现过程。应用于大气监测优化布点的实例结果表明,该方法用于监测优化布点是可靠的。     

Solid phase extraction of methomyl and thiodicarb from environmental water with an activated carbon cartridge and their determination by HPLC

ＩｎｔｒｏｄｕｃｔｉｏｎＢｏｔｈｍｅｔｈｏｍｙｌａｎｄｔｈｉｏｄｉｃａｒｂａｒｅＮｍｅｔｈｙｌｃａｒｂｍａｔｅｐｅｓｔｉｃｉｄｅｓ.Ｍｅｔｈｏｍｙｌｉｓｅｆｆｅｃｔｉｖｅｏｎａｗｉｄｅｒａｎｇｅｏｆｉｎｓｅｃｔｓａｓａｎｏｖｉｃｉｄｅ,ｌａｒｖｉｃｉｄ...     

Conceptual understandings of the ecological engineering issues: in China and abroad

ＩｎｔｒｏｄｕｃｔｉｏｎＡｓａｎｅｗｂｒａｎｃｈｏｆｅｃｏｌｏｇｙａｎｄａｎｉｎｔｅｒｄｉｓｃｉｐｌｉｎａｒｙｆｉｅｌｄ,ｔｈｅｅｃｏｌｏｇｉｃａｌｅｎｇｉｎｅｅｒｉｎｇｗａｓｉｎｉｔｉａｌｌｙｆｏｒｍｕｌａｔｅｄｉｎｔｈｅｅａｒｌｙ1960ｓ.Ｄｕｒｉｎ...     

Soil and water loss in the Lancang River-Mekong River watershed (in Yunnan section, China) and its control measures

ＭｅｋｏｎｇＲｉｖｅｒｉｓｏｒｉｇｉｎａｔｅｄｉｎｔｈｅｎｏｒｔｈｅｒｎｒａｎｇｅｏｆＴｉｂｅｔＱｉｎｇｈａｉＰｌａｔｅａｕｏｆＣｈｉｎａ,ｆｌｏｗｉｎｇｔｈｒｏｕｇｈｓｉｘｃｏｕｎｔｒｉｅｓ,ｔｈｅｙａｒｅＣｈｉｎａ(ＹｕｎｎａｎＰｒｏｖｉｎｃｅ),Ｍ?..     

氧化塘离散数的研究

对模型氧化塘离散数d进行了相似分析,结果表明,模型塘的离散数d可以推广到原型中去.在试验资料基础上,提出了计算氧化塘离散数d值的经验公式,该公式反映了氧化塘内的极慢流动特征.应用该公式预测了有横向导流墙时氧化塘内的离散数,与试验结果符合较好.     

水力空化技术的研究及其应用

水力空化是一种新的水处理技术.作为一种新技术,水力空化已经应用于化学和环境领域.本文阐述了水力空化的机理,包括空化的产生、发展及溃灭的过程,并提出了空泡溃灭时产生的高温高压是水处理过程中的能量来源.研究了影响水力空化的因素,介绍了其在国内外的研究进展,以及水力空化的动力学基础,指出了该领域目前存在的问题以及以后的研究方向,对进一步深入研究空化现象及应用有一定的参考作用.     

IMPACT OF COAL SURFACE MINING ON THREE OHIO WATERSHEDS - SURFACE-WATER HYDROLOGY1

ABSTRACT: A study was conducted to determine the effects of mining and reclaiming originally undisturbed watersheds on surface-water hydrology in three small experimental watersheds in Ohio. Approximately six years of data were collected at each site, with differing lengths of premining (Phase 1), mining and reclamation (Phase 2), and post-reclamation (Phase 3) periods. Mining and reclamation activities showed no consistent pattern iii base-flow, and caused slightly more frequent higher daily flow volumes. Phase 2 activities can cause reductions in seasonal variation in double mass curves compared with Phase 1. Restoration of seasonal variations was noticeably apparent at one site during Phase 3. The responses of the watersheds to rainfall intensities causing larger peak flow rates generally decreased due to mining and reclamation, but tended to exceed responses observed in Phase 1 during Phase 3. Natural Resources Conservation Service (NRCS) curve numbers increased due to mining and reclamation (Phase 2), ranging from 83 to 91. During Phase 3, curve numbers remained approximately constant from Phase 2, ranging from 87 to 91.