矿井通风系统与耗散结构理论

把通风系统看成一个开放系统 ,利用耗散结构理论 ,对通风系统的耗散条件和耗散行为进行研究 ,得到了通风系统稳定工作的条件以及通风参量与非平衡相变的关系 ,为矿井通风系统优化和日常通风管理工作提供指导 ,同时为通风系统数值模拟的参数选定提供理论依据。通过对耗散参量的研究 ,认识通风系统中参数作用方式 ,了解系统有序相变临界耗散趋势 ,理解整个通风系统的演化规律。     

多参数水质测定仪测定水中BOD5的不确定度评定

分析多参数水质测定仪测定水中BOD5的影响因素,并对各影响因素的不确定度进行计算和评定。结果表明影响其测量不确定度的主要因素是测量重复性的不确定度,其它因素是次要的。     

TUD模型在内蒙古地区某污水处理厂适用性研究

TUD模型应用于内蒙古呼和浩特市某污水处理厂运行实践模拟预测。首先利用TUD模型及其缺省参数进行初步模拟试预测,发现模拟预测出水COD、PO34-、SS与实际检测数据基本吻合,但对氮的预测略有偏差。采用标准参数校正方法,对模型中氮的个别组分参数（iNSF、iNXS）和硝化细菌半饱和动力学参数（KNH4）进行修正,即,i...     

榆林气田地下储气库建设前期技术研究

榆林气田自2001年投入规模开发以来积累了丰富的地质认识,通过已有的动、静态地质资料和国内外储气库建设的经验,细化地质模型,优选封闭构造体,优化储气库参数,建设一个具有储气量大、安全系数高、经济效益好的储气库,从而满足用气高峰期时下游用户的需求。     

海域水质模型参数动态反演方法研究初探

海域水质模型长周期数值模拟中,模型参数全时段统一赋值的方法忽略了参数随时间动态变化的物理特性,降低了模型的可靠性,增加了海域水质模型验证工作的难度.本文建立了将数据驱动模型和水质模型有机结合的参数动态反演的新方法:以水质模型多参数设计工况的数值模拟,构建海域内部观测点污染物浓度响应解集,并将解集划分为若干时段;应用基于人工神经网络的数据驱动模型归纳建立观测点每一时段内污染物浓度同多个模型参数之间的非线性关系;将实测资料带入关系中,进行模型参数随时间变化的动态反演.以渤海海域水质模型为例,采用“孪生”实验验证参数动态反演新方法的可行性,结果表明该方法是有效的,能够保证模拟周期内较高的数值精度,提高了模型的准确性.     

油页岩灰渣浸取铝酸钠溶液试验研究

以油页岩废渣为原料,通过酸浸法浸取油页岩灰渣中的铝酸钠溶液。采用焙烧活化方法将废渣中含铝的低活性晶体物质活化为高活性半晶体或非晶体物质,利用酸浸法浸取焙烧后的高活性含铝废渣,得到铝液;依据试验分析了影响酸浸法浸取铝酸钠溶液的主要影响因素为焙烧温度、焙烧时间、浸取酸浓度和浸取温度;得出酸浸法的最佳工艺参数：活化温度850℃,活化时间3h,选用酸浓度40％,浸取温度60℃,此时油页岩废渣铝浸取率为75％。     

浅议清洁生产审核重点的确定

依据现行法规,对审核重点确定的重要性及确定方法进行阐述。可供企业清洁生产审核工作人员参考。     

海域水质生态模型参数估计方法研究初探——以叶绿素参数估计为例

建立了海域水质生态模型参数估计新方法,将数据驱动模型理论同海域生态模型结合在一起,通过海域水质生态模型设计工况的计算构建海域内部观测点的解集,应用基于人工神经网络的数据驱动模型归纳建立状态变量(污染物浓度)同控制变量(模型参数)之间的关系,最后将实测资料带入上述关系反演模型参数最优解。以渤海海域水质生态模型叶绿素参数估计为例,采用"孪生"试验验证参数估计新方法的可行性,模型参数的校验结果表明该方法是有效的。     

云地闪电放电参量估算研究

对地闪放电参量的估算主要是利用雷电电磁场与电流的关系,通过一定的通道模型从观测到的电磁场数据来反演得到回击电流峰值等特征量。当观测距离远大于通道高度时,利用回击天线模型与随高度指数衰减的传输线电流模型（MTL）相结合得到远场近似公式;当观测距离较近时,利用“先导-回击模型”得到近场近似公式。并分别估算了回击电流峰值与回击中和的电荷量等放电参量,得到与实测数据相一致的结果．说明了近似公式的可靠性．     

ANALYSIS OF PUMPING TESTS: SIGNIFICANCE OF WELL DIAMETER,PARTIAL PENETRATION,AND NOISE1

ABSTRACT: The nonlinear least squares (NLS) method was applied to pumping and recovery aquifer test data in confined and unconfined aquifers with finite diameter and partially penetrating pumping wells, and with partially penetrating piezometers or observation wells. It was demonstrated that noiseless and moderately noisy drawdown data from observation points located less than two saturated thicknesses of the aquifer from the pumping well produced an exact or acceptable set of parameters when the diameter of the pumping well was included in the analysis. The accuracy of the estimated parameters, particularly that of specific storage, decreased with increases in the noise level in the observed drawdown data. With consideration of the well radii, the noiseless drawdown data from the pumping well in an unconfined aquifer produced good estimates of horizontal and vertical hydraulic conductivities and specific yield, but the estimated specific storage was unacceptable. When noisy data from the pumping well were used, an acceptable set of parameters was not obtained. Further experiments with noisy drawdown data in an unconfined aquifer revealed that when the well diameter was included in the analysis, hydraulic conductivity, specific yield and vertical hydraulic conductivity may be estimated rather effectively from piezometers located over a range of distances from the pumping well. Estimation of specific storage became less reliable for piezometers located at distances greater than the initial saturated thickness of the aquifer. Application of the NLS to field pumping and recovery data from a confined aquifer showed that the estimated parameters from the two tests were in good agreement only when the well diameter was included in the analysis. Without consideration of well radii, the estimated values of hydraulic conductivity from the pumping and recovery tests were off by a factor of four.