平交道口冗余控制系统的建模及成本收益分析

将成本收益的分析方法应用在控制系统设计中。采用随机Petri网基于控制过程及系统可靠性对道口控制系统进行建模。在可靠性建模中,基于冗余系统的冷备及热备原理对控制系统的各个部件分别进行描述。基于统计数据确定非冗余控制系统Petri网模型参数。针对冷备及热备的冗余控制系统各部件的系统模型,通过仿真确定冗余系统相对非冗余系统所降低的道口事故率,继而计算出冗余控制的收益。将收益与增加设备的成本进行对比分析,结果表明,控制系统中不同部件的冷备及热备冗余都具有不同的成本收益。     

Prediction of minimum ignition energy of aerosols using flame kernel modeling combined with flame front propagation theory

Flammable aerosols have created many fire and explosion hazards in the process industry, but the flammability of aerosols has not been fully understood. The minimum ignition energy has been widely used as an indicator for flammability of combustible mixtures, but the amount of experimental data on the minimum ignition energy of aerosols is very limited. In this work, the minimum ignition energy of tetralin aerosols is predicted using an integrated model. The model applies the flame front propagation theory in aerosol systems to the growth of the flame kernel, which was created during the spark discharge in the ignition process. The aerosol minimum ignition energy was defined as the minimum level of energy in the initial flame kernel to maintain the kernel temperature above the minimum ignition temperature of 1073 K specific for tetralin aerosols during the kernel growth. The minimum ignition energy obtained in the model is influenced by the fuel-air equivalence ratio and the size of the aerosol droplets. For tetralin aerosols of 40 μm diameter, E_min decreases significantly from 0.32 mJ to 4.3 × 10 e⁻³ mJ when the equivalence ratio rises from 0.57 to 1.0. For tetralin aerosols of 0.57 equivalence ratio, E_min increases from as 0.09 mJ to 0.32 mJ when the droplet diameter rises from 10 μm to 60 μm. The trends are in agreement with previous experimental observations. The method used in current work has the potential to prediction of the minimum ignition energy of aerosol.     

五店市历史传统街区建筑群防火间距研究

针对执行现行消防技术标准与保留传统建筑风貌的矛盾,以晋江五店市传统街区为对象,采用数值模拟方法研究不同楼间距对相邻建筑所受火灾辐射热流的影响规律,对街区内的典型建筑防火间距进行重新评估,使其既满足历史街区风貌保护要求,又能达到预防火灾的目的。     

加载条件下原水管道受力特征模型试验研究

为研究堆载大小对原水管道受力变形的影响,采用量纲分析法得出模型试验相似比,并根据相似比进行模型箱的设计、管道材料的选取和重塑土的配制,研究不同工况下管道的受力特征。试验结果表明:整体上管道端部应力大于管中央应力,管轴向应力大于管环向应力。在中心加载下,管端应力值较管中央处大,前者增长速度更快,而后者增长速度较慢。在偏心荷载作用下,靠近荷载的管端应力最大,而管中央应力最小;尤其在偏载6 kPa作用下,管端下表面轴向应力达到595 kPa,而管中央处仅有64 kPa,管端受边界约束作用明显,管道呈弯曲变形。     

低磷浓度下鸟粪石结晶成粒及反应器流态模拟

为扩大鸟粪石(MAP)结晶成粒技术的应用范围,对低磷浓度下MAP成粒最优条件进行了研究.试验得出该技术应用的磷浓度应大于50mg/L,并在此基础上研究得到低磷浓度条件下MAP结晶成粒的最佳条件:pH 9.0,磷氮物质的量比1:8.此时生成的MAP平均粒径为0.56mm,总体积生长率为4.95cm³/h,纯度可达99.9%.为进一步优化流化床反应器中MAP成粒条件,利用CFD商用软件(Fluent 6.3)对反应器流态进行了模拟.结果表明:MAP流化床反应器的生长区能够形成明显的自下而上的水力分级,截面流速也较为均匀,有利于颗粒的生成,但沉淀区和进水区存在死区、涡流等不利条件.因此,有必要改进生长区和沉淀区的连接方式以及进水管的分布,以获得更为优质的MAP颗粒.     

基于CFD方法的土工离心机数值建模

目的 研究湍流模型和旋转域划分对土工离心机数值计算的影响,以建立适用于土工离心机计算的数值模型。方法 针对一款有实测风阻功率的土工离心机模型,分别采用SRF和MRF方法进行建模,选用标准k-ε、RNG k-ε和SST k-Omega湍流模型,对不同转速下土工离心机室内流场进行数值模拟,对比计算所得风阻功率、流场及温度场分布。结果 标准k-ε模型和SST k-Omega模型对湍流黏度的过度预测会导致计算所得土工离心机风阻功率偏大。中低转速下,旋转域的划分对计算结果的影响较小,但采用SRF方法计算所得的风阻功率与实验值更接近。结论 通过对比实验结果,为土工离心机计算建立了较为可靠的数值模型,并通过对比流场分布分析了因湍流模型选择引起计算误差的原因,为土工离心机数值模拟提供了思路。     

环境实验箱气流组织与围护结构耦合传热研究

目的研究环境实验箱在升、降温过程中气流组织与围护结构的耦合传热行为,为环境实验箱制冷/加热能力的确定提供精确的设计方法。方法首先利用UC240环境实验箱搭建实验平台,测量环境箱送风口速度分布,以及升、降温过程中室内及壁面的温度曲线,然后对环境箱进行建模,以实测的送风速度、温度作为边界条件,利用CFD方法进行仿真,最后对比分析实验值与CFD仿真的结果。结果利用CFD方法计算得到的环境箱升、降温曲线与实测值吻合较好,尤其是壁面温度曲线,误差不超过4℃。送风温度可以根据蒸发器理论或加热功率和回风温度而动态地确定。结论利用CFD方法分析环境实验箱气流组织与围护结构的耦合传热是可行的,FLUENT的UDF功能可根据需要扩展,以协助设计蒸发器和控制策略。     

建筑火灾区域模拟竖孔流动的计算

本文根据建筑火灾双层区域模拟思想，给出其常微分控制方程组，并分析了其压力求解方法，然后，运用伯努力利方程推导了相邻房间通过矩形竖孔（门或窗）的质量流率计算公式，还讨论了竖孔流动中性面产生条件。在此基础上，结合一两房间、两孔建筑中烟气运动实例，运用Ｃ．Ｗ．Ｇｅａｒ刚性稳定算法对火灾发展及烟气流动过程进行了数值模拟；给出各竖孔中性面位置、数量和各主环境之间通过竖孔的质量流率；还给出各房间气体平均温升、     

地下水渗流补给-内源释放耦合作用下河流水质不确定模拟

针对河流-地下水环境系统的模糊性、不精确性及随机不确定性,采用梯形模糊数描述和表征河流水文、水质及水文地质参数,构建了集成地下水渗流补给与内源释放耦合影响的一维河流水质模糊模拟模型.在此基础上,就地下水渗流补给与内源释放的可能组合,设置5种情景,分别进行水质模拟,并对计算结果进行分析、对比.实例研究表明,对地下水渗流补给与内源释放耦合作用下的河流水质衰减变化规律,梯形模糊数有较好的模拟效果.     

Modeling the e ects of constructed wetland on nonpoint source pollution control and reservoir water quality improvement

This article describes the integrated modeling approach for planning the size and the operation of constructed wetlands for maximizing retention of nonpoint source pollutant loads and reservoir water-quality improvement at a catchment scale. The experimental field-scale wetland systems (four sets, 0.88 ha each) have been in operation since 2002, where water depth was maintained at 30–50 cm and hydraulic loading rate was at 6.3–18.8 cm/day. The wetland system was found to be adequate for treating polluted stream water with stable removal e ciency even during the winter. The integrated modeling system (modified-BASINS) was applied to the Seokmoon estuarine reservoir watershed and calibrated with monitoring data from constructed wetland, stream, and reservoir. The calibrated integrated modeling system estimated that constructing wetlands on 0.5% (about 114 ha) of the watershed area at the mouth of reservoir could reduce 11.61% and 13.49% of total external nitrogen and phosphorus loads, respectively. It also might improve the nitrogen and phosphorus concentration of the reservoir by 9.69% and 16.48%, respectively. The study suggested that about 0.1%–1.0% of the watershed area should be allocated for constructed wetland to meet specified water-quality standards for the estuarine reservoir at the polder area where land use planning is relatively less complicated.