Assessment of the maximum possible liquid superheat during flashing leak flow

During the discharge of flashing liquids through leaks due to abrupt depressurization a transient thermodynamic non-equilibrium in the form of a boiling delay in the superheated liquid flow can occur. As a consequence the actual mass flow quality is smaller than calculated under the assumption of an immediate adjustment of the thermodynamic equilibrium between the phases. For the prediction of the leak mass flow for a given pressure difference the magnitude of this self-adjusting mass flow quality is needed.

Most of the models cited in the literature include only the equilibrium mass quality as limiting quantity and ignore further effects as that of the depressurization velocity or the mean nucleus distance. For the assessment of the maximum possible liquid superheat during flashing only the conduction heat transfer from a stagnant liquid to the bubble surface is used to describe the bubble growth.

The sub-model for the bubble growth due to expansion and mass transfer necessary for the global prediction of the transient thermodynamic non-equilibrium in flashing liquids was validated using bubble radii measured by Hooper et al. [Bubble growth and pressure relationship in the flashing of superheated water. Technical publication 6904, Mechanical Engineering Department, University of Toronto, 1969] for the case of a sudden depressurization of initially saturated water. On this basis the calculated time-dependent temperature field, the actual mass quality, the mean liquid temperature and, in comparison to the corresponding values based on the assumption of immediate thermodynamic equilibrium, the maximum possible liquid superheat are predicted.     

平衡调温调湿方式中变流量冷冻水系统设计

通过对变流量冷冻水系统的分析指出，在运用平衡调温调湿方式的空调系统中，应用变流量冷冻水系统可以较大地节约能源和投资；并提出了实现这种应用的方法。     

四川泸定县"2005.6.30"群发性泥石流灾害调查与评价

分析了四川泸定县“2005．6．30”群发性泥石流的形成原因和触发条件，论述了泥石流特征，包括固体物质补给特征、群发性特征、动力学特征、堆积特征、危害特征、活动特征及发展趋势，对泥石流危险度、易损度、风险度以及灾害损失作了定量评价，并提出了相应的防治建议。     

四川德昌县典型泥石流灾害风险评价

四川德昌县虎皮弯沟、凉峰沟和凹米罗沟为凉山州安宁河一级支流茨达河的3条支沟，泥石流危险度依次为0．49，0．65和0．45，分别属于中度危险、高度危险和中度危险的泥石流沟；泥孑亍流易损度依次为0．79，0.82和0.81，分别属于高度易损、极高易损和极高易损的泥石流沟；泥石流风险度依次为0．39，0．53和0.37，均属于高风险泥石流沟，容易造成较大的泥石流灾害损失。2004年8月24日，因持续高强度降雨，导致3沟同时暴发泥石流，给当地社会经济和人民群众的生命财产造成丁巨大损失。建立了泥石流灾害损失评价方法，对这3场泥石流灾害损失进行了评价。针对此类严重灾害的高风险泥石流沟，提出了相应的整治建议，以减少和避免重大灾害的再次发生。     

深埋岛式地铁车站站台火灾时烟气蔓延数值分析

随着我国地铁的发展,未来部分地铁的发展空间属于埋深较大,经过老城区时须穿越大片房屋桩基,地质条件复杂,施工难度大,工程实施上线路和车站均需要较大的埋深。因此,深入开展深埋地铁站点火灾安全研究有助于地铁安全管理工作。笔者针对地铁深埋岛式站台火灾,利用数值模拟方法,研究深埋岛式站点内烟气横向流动和不同站层间的烟气纵向蔓延规律。分析烟气在隧道、站台及站厅内蔓延时烟气温度、有毒气体浓度、可见度等特征参数的分布情况;同时探讨了火灾时深埋岛式站点内有效的气流组织形式,隧道排烟系统的运行模式。所获的研究结论有助于同类型的地铁车站的设计和运营管理。     

矿井井筒提升设备绕流的数值模拟

基于经典的流体力学理论,建立罐笼绕流的二维RNGκ-ε湍流模型,分析其初始边界条件,并结合工程实际应用FLUENT计算流体动力学软件模拟罐笼运行时井筒内流场及压力场,得出井筒内流场及压力场的变化规律。研究结果表明:在罐笼运行期间,由于空间受限而引发活塞效应,井筒内压力发生瞬态变化,造成通风系统的压力波动,导致气流运动的动态改变,对通风系统稳定性有一定的影响。     

地铁车站突发客流疏运能力的理论计算与分析

针对车站OB应对亚运会期间大规模突发客流疏导问题,利用理论分析的方法计算不同车站设计方案,包括车站一岛一侧站台设计和一岛站台设计及不同通道设计时的最大疏运能力。计算考虑了车站建筑结构、出入口、闸机口和边门、楼扶梯等通道的数量及通过能力、站台面的容纳能力、列车的装载量、售检票方式、行车交路组织等诸多因素。通过对影响客流疏导的主要控制因素进行能力核算,分别得到了两种站台形式设计方案时的最大疏运能力的理论值。研究结论将有利于解决该车站应对亚运会期间大规模突发客流疏导问题,同时理论分析方法可为其他类似的车站能力设计提供参考。     

抽出式通风煤巷掘进过程中粉尘浓度分布规律的数值模拟

根据气固两相流理论，针对矿井掘进工作面的特点，采用计算流体力学的离散相模型（DPM）对掘进工作面通风过程中粉尘浓度进行数值模拟，总结抽出式通风掘进巷道中粉尘浓度的沿程分布及变化规律。     

特种胶塑复合管抗张强度计算

通过对特种胶塑复合管的抗张强度计算和生产实践，证明了矿用充填管路采用胶塑复合管是可行的。为矿用充填管以胶塑复合管替代铁管提供了依据。     

THE INFLUENCE OF CLIMATE VARIATION ON THE ESTIMATION OF LOW FLOWS USED TO PROTECT WATER QUALITY: A NATIONWIDE ASSESSMENT1

ABSTRACT: Historical flow records are used to estimate the regulatory low flows that serve a key function in setting discharge permit limits through the National Pollutant Discharge Elimination System, which provides a nationwide mechanism for protecting water quality. Use of historical records creates an implicit connection between water quality protection and climate variability. The longer the record, the more likely the low flow estimate will be based on a broad set of climate conditions, and thus provides adequate water quality protection in the future. Unfortunately, a long record often is not available at a specific location. This analysis examines the connection between climate variability and the variability of biologically based and hydrologically based low flow estimates at 176 sites from the Hydro‐Climatic Data Network, a collection of stream gages identified by the USGS as relatively free of anthropogenic influences. Results show that a record of 10 to 20 years is necessary for satisfactory estimates of regulatory low flows. Although it is possible to estimate a biologically based low flow from a record of less than 10 years, these estimates are highly uncertain and incorporate a bias that undermines water quality protection.