环境科学研究中两变量非线性相关时的线性回归方程

以环境科学研究两变量非线性相关的问题为对象，讨论建立线性回归方程的方法。有绝对误差均方和最小的最小二乘法、相对误差最小的新回归法。以简易的方法，建立相关性好、误差小的回归方程。介绍了两变量各种非线性相关时的线性回归方程在环境科学研究中的应用。     

二维无压稳定渗流分析的改进方法

人类发展演变过程中,经历了各种各样的地质作用所造成的灾害,其中大部分地质灾害的形成都有地下水的参与,因而确定地质体稳定性时不能忽略地下水。无压渗流是比较复杂的非线性问题,难点在于如何求自由面, 尤其是对溢出点的求解一直没有很好的解决。本文提出了求解无压渗流自由面的一种新方法,在采用等效渗透系数法搜索到自由面后,通过反复移动溢出点再次搜索自由面,最终达到准确求解自由面的目的。实例证明该方法是简单准确有效的。本方法对解决工程问题具有一定的实际意义。     

In vitro characteristics of human fetal cells obtained from chorionic villus sampling and amniocentesis

In vitro characteristics of human fetal cells have been investigated after chorionic villus sampling at the first trimester and amniocentesis at the second trimester of pregnancy. Light microscopy revealed heterogeneous morphology of cell types in both the chorionic villus culture and the amniotic fluid cultures. Based on the experiments performed, chorionic villus cells are more sensitive to pronase, trypsin, and versene during subculture and have a higher DNA content per single cell and release more [¹²⁵I]-Beta-human chorionic gonadotropin into culture medium than those found in amniotic fluid cells. The practical applications of this study are discussed.     

城市固体废物填埋场防护层天然材料研究

提出用石灰和粉煤灰对常用的粘土 +蒙脱土的衬里进行改性。对石灰配比为 0 %、0 4 %、1%、2 %、6 %、10 %的6种复合衬里、“三明治”结构的复合衬里 ,以及粉煤灰比例为 15 % ,2 5 % ,35 % ,5 0 %的 4种复合衬里 ,从渗透系数、衰减能力的角度进行了系列测试 ,得出了石灰配比为 10 %的复合土Ⅰ衬里和“三明治”结构复合土衬里性能良好、成本低、值得推广     

11种有机磷农药对海洋微藻致毒效应的研究

通过研究不同盐度条件下１１种有机磷农药对扁藻的相对增长率和叶绿素ａ含量的影响，得到了Ｓ＝３０和Ｓ＝２０时的半数有效浓度，并比较其大小。盐度作为环境因子，影响到有机磷农药的毒性。研究发现，遥有机磷农药在低浓度时出现一定限度的促生长作用；容易进攻细胞膜的有机磷农药对扁藻的致毒性相对较强；此外，有机磷农药的毒性大小与其结构密切相关含有苯环结构的有机磷农药毒性大小不含有苯 有机磷农药的毒性。     

工业废水土地快速渗滤系统设计参数试验研究

通过对细砂、中砂、粗砂 3种土层快速渗滤系统的试验研究得出了入渗率随时间变化的指数关系和稳定入渗率 ;实测了不同土层对CODCr、BOD5和氨氮的处理效果 ,以及净化能力随渗透深度的变化规律 ;对土层失去净化能力和恢复净化能力过程进行了试验 ,找出了土层吸附饱和与间歇周期。     

油田固体废弃物回注技术的可行性试验

胜利油田临盘采油厂临南油田水质改性后固体废弃物急剧增加、处理难度大,高渗储层回注的处理办法在夏52-414井开展现场试验取得成功.对其他油田的污泥处理具有参考借鉴价值.     

降雨和土地利用对地表径流的影响-以北京北护城河周边区域为例

以北京北护城河周边区域为例,探讨了降雨和土地利用对地表径流的影响。选取了2011-2012 年4-11 月的15 场降雨,分别代表小雨、中雨、大雨、暴雨、大暴雨和特大暴雨这6 个雨量级。利用校准的雨洪管理模型（Storm Water Management Model, SWMM）分别模拟每次降雨事件下研究区7 个控制断面的地表径流深度。结果表明,地表径流深度随降雨量的增加显著线性增加。当降雨量在不同量级之间变化时,地表径流深度的变化幅度不尽相同。在不同的降雨事件中,降雨量和地表径流深度随时间的动态变化趋势可能有很大的差异,但地表径流深度在某一时刻的值的高低均决定于之前1~2 h 的降雨量,而地表径流深度的总体上升或下降趋势均决定于前期累积的降雨量。地表径流深度随渗透面积比例的增加显著下降,且变化曲线存在临界阈值（为15%~20%）。在暴雨、大暴雨和特大暴雨时,渗透面积比例对地表径流的影响更大。研究结果可为控制汛期城市地表径流量和洪峰流量、减少城市内涝提供土地利用和管理方面的理论依据和决策建议。     

Using Relative Risk to Compare the Effects of Aquatic Stressors at a Regional Scale

The regional-scale importance of an aquatic stressor depends both on its regional extent (i.e., how widespread it is) and on the severity of its effects in ecosystems where it is found. Sample surveys, such as those developed by the U.S. Environmental Protection Agency’s Environmental Monitoring and Assessment Program (EMAP), are designed to estimate and compare the extents, throughout a large region, of elevated conditions for various aquatic stressors. In this article, we propose relative risk as a complementary measure of the severity of each stressor’s effect on a response variable that characterizes aquatic ecological condition. Specifically, relative risk measures the strength of association between stressor and response variables that can be classified as either “good” (i.e., reference) or “poor” (i.e., different from reference). We present formulae for estimating relative risk and its confidence interval, adapted for the unequal sample inclusion probabilities employed in EMAP surveys. For a recent EMAP survey of streams in five Mid-Atlantic states, we estimated the relative extents of eight stressors as well as their relative risks to aquatic macroinvertebrate assemblages, with assemblage condition measured by an index of biotic integrity (IBI). For example, a measure of excess sedimentation had a relative risk of 1.60 for macroinvertebrate IBI, with the meaning that poor IBI conditions were 1.6 times more likely to be found in streams having poor conditions of sedimentation than in streams having good sedimentation conditions. We show how stressor extent and relative risk estimates, viewed together, offer a compact and comprehensive assessment of the relative importances of multiple stressors.     

冲击载荷下各向异性煤体渗透-应力敏感性试验研究*

为揭示冲击煤样渗透率的变化规律,通过立式分离式霍普金森（SHPB）冲击装置对不同层理方向煤样进行动态冲击,进而采用渗透仪对冲击后的煤样进行渗透率测试,分析不同冲击荷载下煤岩的渗透率及应力敏感性。结果表明:冲击煤样的渗透率远大于原煤样品,冲击载荷越大,渗透率越大;在相同的冲击载荷和气体压力下,平行于层理方向的煤样渗透率最大,其次是斜交45°层理方向的煤样渗透率,垂直于层理方向的煤样渗透率最小;渗透率受有效应力影响显著;在冲击荷载的作用下,垂直于层理方向煤样渗透率的变化率对孔隙压力更为敏感。