基于最佳范化能力的BP网络隐节点数反比关系式的环境预测模型

网络结构和样本集复杂性是影响BP网络泛化能力的两个最重要因素.对一个给定的训练样本集,为了构造一个与样本集复杂性相匹配的网络结构,使BP网络具有最佳泛化能力,在分析BP网络的泛化能力(用检测误差E2表示)与网络结构和样本集复杂性之间关系的基础上,建立了含参数的BP网络检测误差E2与网络隐节点数H、样本的因子数n、样本数...     

南京市夏季大气气溶胶新粒子生成事件分析

研究了南京市夏季大气气溶胶数浓度的基本特征和气溶胶新粒子生成事件的形成条件及其影响因子.应用宽范围颗粒粒径谱仪(WPS)和双光路差分吸收光谱仪(DOAS)对南京市2010年7月大气气溶胶数浓度谱分布和污染气体(O3、SO2和NO2)进行了观测,并结合气象要素观测数据和后向轨迹模式模拟,探讨了南京市夏季大气气溶胶新粒子生成的条件及其影响因子.结果表明,南京市夏季10～500nm气溶胶平均数浓度为1.7×104cm-3,与北美和欧洲的一些典型城市观测值相近;10～25 nm气溶胶粒子数浓度占总数浓度的比例为25%.观测期间共出现6次新粒子生成事件,通过分析发现比较稳定的风速风向、较强的太阳辐射有利于南京夏季新粒子的形成.南京夏季新粒子生成事件的相对湿度条件在50%～70%,通过后向轨迹模式模拟的结果发现偏东风或偏南风带来的海洋性洁净气团有利于新粒子的生成.南京夏季新粒子生成事件发生时,10～25 nm气溶胶数浓度与SO2的浓度呈正相关,与O3的浓度呈负相关,而与NO2的浓度相关性较差.     

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.     

汽油机排气颗粒粒径分布特征试验研究

对汽油机排气中颗粒的数浓度和粒径分布特征进行了测试.在测试工况下,汽油机排气中的颗粒呈包含核模态粒子(10 nm＜DP＜50 nm)和积聚模态粒子(50 nm＜DP＜487 nm)的双峰分布,排气颗粒的总数和总质量浓度分别为4.2×105-7.9×106个·cm-3和0.02-0.27 mg·m-3.汽油机在开环控制状态下(车速不低于90 km·h-1时)的颗粒数量排放明显高于闭环控制状态(车速不高于70 km·h-1),总颗粒质量浓度随车速的增大显著增加.随车速增大,积聚模态粒子的平均粒径先减小后增大,核模态粒子的几何平均粒径先增大后减小,低车速时,有大量10-20 nm的核模态粒子生成.柴油机和汽油机排气颗粒中核模态粒子通常占有大的数量百分比,为75%-95%,而其质量百分比仅为5%-25%.汽油机的总颗粒、核模态粒子和积聚模态粒子的数量和质量排放均远低于柴油机.     

APPLICATION OF THE GREEN-AMPT INFILTRATION EQUATION TO WATERSHED MODELING1

ABSTRACT: A computer model was developed, based on the Green-Ampt infiltration equation, to computed rainfall excess for a single precipitation event. The model requires an estimate of parameters related to hydraulic conductivity, wetting front section, and fillable porosity of the soil layers. Values of parameters were estimated from soil textural averages or regression equations based on percent sand, percent clay, and porosity. Average values of effective porosity and wetting front suction were largely acceptable due to the relatively low variability and low model sensitivity to the parameters. Hydraulic conductivity was the most erratic constituent of the loss rate computation due to the high variability and the high sensitivity of the computed infiltration to the parameter. The performance of the Green-Ampt infiltration model was tested through a comparison with the SCS curve number procedure. Seven watersheds and 23 storms with precipitation of one inch or greater were used in the comparison. For storms with less than one inch of rainfall excess, the SCS curve number procedure generally gave the best results; however, for six of the seven storms with precipitation excess greater than one inch, the Green-Ampt procedure delivered better results. In this comparison, both procedures used the same initial abstractions. The separation of rainfall losses into infiltration, interception, and surface retention is, in theory, an accurate method of estimating precipitation excess. In the second phase of the study using nine watersheds and 39 storms, interception and surface retention losses were computed by the Horton equations. Green-Ampt and interception parameters were estimated from value sin the literature, while the surface retention parameter was calibrated so that the computed runoff volumes matched observed volumes. A relationship was found between the surface retention storage capacity and the 15-day antecedent precipitation index, month of year, and precipitation amount.     

RUNOFF VOLUME ESTIMATION USING GIS TECHNIQUES1

ABSTRACT: Rainfall runoff of six watersheds was modeled via the Soil Conservation Service runoff curve number model in two ways: conventionally (manually) and via a geographic information system (GIS). Input data (elevation, soils, and landcover) were digital for the latter method. In contrast to previous studies, the GIS was ised for all phases of the modeling process, including watershed delineation and routing of runoff. A comparison between the two methods was consistent with results reported by others and indicates that the use of a GIS is an acceptable alternative to the conventional method for watersheds lacking relatively flat terrain. Given this limitation, the GIS method may prove advantageous over manual methods when study areas are large or numerous, runoff is modeled repetitively, alternative landcover scenarios are explored, or a digital database already exists for the study area.     

Numerical simulation of stratified turbulent two phase flow in aquatic environment

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Formation and harmfulness of high fluoride-bearing ground-water

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Arbuscular mycorrhizal fungi, rhizobia, available soil P and nodulation of groundnut (Arachis hypogaea) in Zimbabwe

Arbuscular mycorrhizal fungal (AMF) colonization and nodulation of groundnut were examined in nine soils collected from subsistence farmers’ fields in Zimbabwe. Nodule number, shoot dry weight, shoot N and P contents, and AMF colonization were assessed after 6 weeks growth. Both nodule number and AMF colonization differed by an order of magnitude among the nine soils. Soil available P explained almost all the variability in nodule number (r² = 0.98), but had no significant effect on percent AMF colonization. By adding P to one soil, nodule numbers increased four-fold resulting in a significantly higher N content in the shoots. Similar, but smaller, effects were obtained by increasing the abundance of AMF through an inoculation with Glomus intraradices, suggesting that nodulation in this soil was limited by AMF abundance and that the fungi could, to a limited extent, substitute for P fertilizer.     

Filtration improvement of zinc sludge by using unconventional alkalization sequence

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