Risk management for mine closure: A cloud model and hybrid semi-quantitative decision method

Mine closure is associated with many negative impacts on society and the environment.If these effects are not rationally addressed,they would pose risks of mine closure.Thus,a risk management method is needed to mitigate these adverse impacts and address mine-closure issues.An integral framework for mine-closure risk management that includes risk assessment and risk treatment was proposed.Given the fuzziness and randomness of the transformation between qualitative and quantitative knowledge in the risk assessment process,a novel risk assessment method based on the cloud model was presented,which fully considers the uncertainty in risks themselves and in the reasoning process.Closed mine reutilization is an effective risk treatment option in response to the identified high risks,but it requires selecting optimal reutilization strategies for the successful implementation of the reuse plan.To this end,a hybrid semi-quantitative decision method is proposed to optimize decision-making.The results of a case study showed that this risk management methodology can help budget planning for risk treatment and provide an instructional framework to effectively reduce the negative effects of closed mines.

EFFECTS OF TENSOR CLOSURE MODELS AND 3-D ORIENTATION ON THE STABILITY OF FIBER SUSPENSIONS IN A CHANNEL FLOW

Three different kinds of closure model of fiber orientation tensors were applied to simulate numerically the hydrodynamic stability of fiber suspensions in a channel flow. The effects of closure models and three_dimensional (3_D) orientation distribution of fibers on the results of stability analysis were examined. It is found that the relationship of the behavior in hydrodynamic stability and the parameter of the fiber given by all the three models are the same. However, the attenuation of flow instability is most distinct using 3_D hybrid model because the orientation of the fiber departures from the flow direction, and least apparent using its 2_D counterpart for that the fibers show a tendency towards alignment with the flow direction in this case.

Latent Variable Modeling Approach for Assessing Social Impacts of Mine Closure

Mining stimulates environmental and economic impacts on the neighboring community right from the inception to the closure of its operations. The society in the neighborhood of mining gradually adopts a characteristic life-style that is highly influenced by the mining. In order to sustain the societal development beyond the mine closure, it is necessary to plan post mining activities in the area. Thus, it is essential to predict the impacts of mine closure well before the closure. Many societal and family attributes are affected by mine closure. Impact on these attributes is reflected on the overall quality of life of the neighboring community. There are no adequate indicators and/or methodology available to measure social impacts of mine closure on a neighboring community. This paper made an attempt to develop such methodology to predict the degree of adverse effects of mine closure on the quality of life of neighboring communities using the Structural Equation Modeling (SEM) and the Latent Variables Interaction Model (LVM).

Modelling of Turbulent Nonpremixed CH4/H2 Flame Using Second-Moment Turbulence Closure Models

Turbulent nonpremixed CH4/H2 flame has been simulated using several typical differential secondmoment turbulence closure (SMTC) models. To clarify the applicability of the various models, the LRR-IP model,JM model, SSG model as well as two modified LRR-IP models were tested. Some of above-mentioned SMTC models cannot provide the overall satisfactory predictions of this challenging case. It is confirmed again that the standard LRR-IP model considerably overpredict the centerline velocity decay rate, and therefore performs not well. Also it is interesting to observe that the JM model does not perform well in this challenging test case, although it has already been proved successful in other cases. The SSG model produces quite satisfactory prediction and performs equally well or better than the two modified LRR-IP models in the reacting case. It can be concluded that the modified LRR-IP models as well as the SSG model are superior to the other SMTC models in the turbulent nonpremixed CH4/H2 flame.

A closure model on velocity structure functions in homogeneous isotropic turbulence

Closure models started from Chou＇s work have been developed for more than 70 years, aiming at providing analytical tools to describe turbulent flows in the spectral space. In this study, a preliminary attempt is presented to introduce a closure model in the physical space, using the velocity structure functions as key parameters. The present closure model appears to qualitatively reproduce the asymptotic scaling behav- iors at small and large scales, despite some inappropriate behaviors such as oscillations. Therefore, further improvements of the present model are expected to provide appropriate descriptions of turbulent flows in the physical space.

A 2-D Non-local Closure Model for Atmospheric Boundary Layer Simulations

In this paper a new approach for PBL simulation, the non-local closure scheme based on the transient turbulence theory has been used. It was set up as an alternative to local closure schemes which physical concept is reasonable and distinct. A 2-D non-local closure model was developed in order to study the PBL structure and simulatesome interesting atmospheric processes over non-ulliform underlying surface, especially under the convective and unique weather conditions, such as sea-land circulation and the TIBL structure. The modelled results show good agreement with field measurement.

ON THE CLOSURE PROBLEM OF TURBULENCE MODEL THEORY

It is a wrong viewpoint that the turbulence closure problem is due to thenon-linearity, of N-S equation, because if we omit the non-linear terms in N-Sequation,many, physical quantities can not be obtained other than the mean-values. Inthis paper, we proof that the closure problem of turbulence be induced by lack ofstatistical disiribution in present turbulence theory. And the restriction of turbulencemodel theory and shortcoming of direct numerical simulation of N-S to solve theturbulence have been pointed out.

Solid Boundary as Energy Source and Sink in a Dry Granular Dense Flow: A Comparison between Two Turbulent Closure Models

Solid boundary as energy source and sink of the turbulent kinetic energy of the grains, and its influence on the mean and turbulent features of a dry granular dense flow, are investigated by using the proposed zero- and first-order turbulent closure models. The first and second laws of thermodynamics are used to derive the equilibrium closure relations, with the dynamic responses postulated by a quasi-static theory for weak turbulent intensity. Two closure models are applied to analyses of a gravity-driven flow down an inclined moving plane. While the calculated mean porosity and velocity correspond to the experimental outcomes, the influence of the turbulent eddy evolution can be taken into account in the first-order model. Increasing velocity slip on the inclined plane tends to enhance the turbulent dissipation nearby, and the turbulent kinetic energy near the free surface. The turbulent dissipation demonstrates a similarity with that of Newtonian fluids in turbulent boundary layer flows. While two-fold roles of the solid boundary are apparent in the first-order model, its role as an energy sink is more obvious in the zero-order model.

High-precision nonisothermal transient wellbore drift flow model suitable for the full flow pattern domain and full dip range

A reliable multiphase flow simulator is an important tool to improve wellbore integrity and production decision-making.To develop a multiphase flow model with high adaptability and high accuracy,we first build a multiphase flow database with 3561 groups of data and developed a drift closure relationship with stable continuity and high adaptability.Second,a high-order numerical scheme with strong fault capture ability is constructed by effectively combining MUSCL technology,van Albada slope limiter and AUSMV numerical scheme.Finally,the energy equation is coupled into the AUSMV numerical scheme of the drift flow model in the form of finite difference.A transient non-isothermal wellbore multiphase flow model with wide applicability is formed by integrating the three technologies,and the effects of various factors on the calculation accuracy are studied.The accuracy of the simulator is verified by comparing the measurement results with the blowout experiment of a full-scale experimental well.

Heart valve closure timing intervals in response to left ventricular blood pressure

This article investigates the relationships between heart valve closure timing intervals and left ventricular systolic blood pressure (LVSBP). For this investigation, the cardiopulmonary system is modeled as an analog circuit, including heart chambers, the distal and proximal aorta, distal and proximal systemic arteries/veins, systemic capillaries, the vena cava, the distal and proximal pulmonary artery, distal and proximal pulmonary arteries/veins, pulmonary capillaries and physiological control of heart rate and cardiac contractibility. In this model, the ventricles, atria and arteries were modeled as advanced pressur-volume relationships. A vagal-sympathetic mechanism was adopted to simulate transient systemic and pulmonary blood pressure. Four intervals, i.e., the timing interval between mitral and aortic valve closure (TIMA), the timing interval between aortic and mitral valve closure (TIAM), the timing interval be- tween aortic and pulmonary valve closure (TIAP) and the timing interval between mitral and tricuspid valve closure (TIMT), are further defined in a heart cycle to illustrate their relationships to LVSBP. Simula- tions showed that the TIMA, TIAM and TIAP have strong negative correlations with LVSBP;meanwhile, the TIMT has a slightly negative relationship with LVSBP. To further validate the relationships, 6 healthy male subjects were experimentally evaluated. The intervals were extracted from non-invasively sampled heart sound signals taken from the surface of the thorax. The experiments showed relationships consistent with those obtained by simulations. These relationships may have potential applications for noninvasively accessing LVSBP in real-time with a high time resolution of one heartbeat.

Gastrotomy closure with a new tissue anchoring device:A porcine survival study

AIM: To evaluate the feasibility, reproducibility and efficacy of a new tissue anchoring device in a porcine survival model. METHODS: Gastrotomies were performed using a needle-knife and balloon dilator in 10 female Yorkshire pigs weighing 30-35 kg. Gastric closure was attempted using a new tissue anchoring device. The tightness of the closure was confirmed by means of air insufflation and the ability to maintain gastric distension with stability in peritoneal pressure measured with a Veress needle. All animals were monitored daily for signs of peritonitis and sepsis over 14 d. During necropsy, the peritoneal cavity and the gastric access site were examined.RESULTS: Transgastric access, closure and 14 d survival was achieved in all pigs. The mean closure time was 18.1 ± 19.2 min and a mean of 2.1 ± 1 devices were used. Supplementary clips were necessary in 2 cases. The closure time was progressively reduced (24.8 ± 13.9 min in the first 5 pigs vs 11.4 ± 5.9 min in the last 5, P = NS). At necropsy, the gastric access site was correctly closed in all cases with all brace-bars present. One device was misplaced in the mesocolon. Minimal adhesions were observed in 3 pigs and signs of mild peritonitis and adhesions in one. CONCLUSIONS: The use of this new tissue anchoring device in porcine stomachs is feasible, reproducible and effective and requires a short learning curve.

基于混凝土损伤塑性模型的弯曲损伤RC/PC桥梁动力学特性研究

基于混凝土损伤塑性模型,通过数值模拟研究了带有弯曲损伤的RC/PC桥梁动力学特性的退化情况.首先,提出了适用于RC/PC桥梁非线性振动分析的数值模型构建方法.其次,通过RC简支梁受弯破坏试验,将试验结果与数值模拟结果进行比较,验证了数值模型的准确性.最后,基于厦门快速公交系统中某一联三跨PC连续梁桥建立了三维有限元模型,研究其在不同弯曲损伤程度下前三阶频率和振型的变化情况.结果表明,带有弯曲损伤的RC/PC桥梁的动力学特性会随着损伤程度的增加而呈现不同程度的改变.带有混凝土裂缝的桥梁的微幅振动仍然是线性的,然而随着振幅的增大频率开始降低,使振动呈现出非线性.此外,当裂缝闭合时,前三阶自振频率与振型变化不明显,难以用于识别弯曲损伤;当裂缝张开时,前三阶自振频率与振型出现明显变化,可作为损伤检测指标来识别损伤.

基于Vision Transformer多模型融合的视觉闭环检测算法

针对闭环检测在图像特征表示方面存在信息丢失的问题,提出一种基于Vision Transformer (Vi T)与卷积神经网络进行多模型融合的特征提取算法。首先,将输入图像进行特征提取,然后将高维的图像特征向量进行核主成分分析(KPCA)降维,构建成新的图像特征表示;同时,提出了一种新的范围匹配算法,通过相应的范围框架去限制并选择范围进行特征匹配。实验结果表明:所提算法相比于其他的算法,有着更高的准确率和匹配速率,达到了更好的鲁棒性与实时性的要求,证明了该算法在闭环检测上的有效性。

基于有限元技术的疲劳裂纹扩展方法研究进展

疲劳裂纹是引起工程结构断裂失效的重要因素之一.目前疲劳裂纹扩展的有限元仿真商业软件有ANSYS、ABAQUS、FRANC3D、ZENCRACK等,这些软件为疲劳裂纹扩展过程的研究提供了有力支撑.本文对目前疲劳裂纹扩展的有限元仿真方法进行了综述.阐明了疲劳裂纹的定义以及研究疲劳裂纹扩展行为的必要性;介绍了三种用于模拟疲劳裂纹扩展的有限元方法:扩展有限元法(XFEM)、内聚力模型(CZM)和虚拟裂纹闭合技术(VCCT);分别总结了三种方法的基本理论和核心思想,对三种方法的应用与发展进行了分类归纳;最后对三种有限元方法进行分析,指出每种方法各自的优势及目前存在的局限性,并对疲劳裂纹扩展有限元仿真技术的未来改进方向给出了建议.

基于Li-Strahler几何光学模型的区域人工林郁闭度反演

森林郁闭度是描述森林结构的一个重要因子,传统的森林郁闭度遥感反演经验模型对地面样地数据要求较高,且反演难以推广至区域尺度。针对上述问题,文章提出了一种结合Li-Strahler几何光学模型与线性光谱分解技术的区域人工林郁闭度反演方法,以小班为基本单元利用不同优势树种的平均树高与平均冠幅半径等几何光学模型输入参数,基于混合像元线性光谱分解提取的光照地表分量丰度,实现郁闭度参数的反演。基于该方法分别在北方赤峰以及南方南宁研究区开展区域人工林郁闭度反演,并通过野外样地实测数据对估测结果进行精度验证,精度评价结果表明:北方赤峰研究区平原区域反演的均方根误差为0.08、平均绝对百分比误差为9.45%,山地区域反演的均方根误差为0.12、平均绝对百分比误差为14.04%;而南方南宁研究区平原区域反演的均方根误差为0.11、平均绝对百分比误差为8.68%,山地区域反演的均方根误差为0.13、平均绝对百分比误差为13.27%。上述结果表明文章提出的郁闭度遥感反演方法能够有效提升区域人工林郁闭度的估测精度,具有重要的应用价值。

多跨连续刚构桥左右幅同步顶推一次合龙施工技术研究

合龙施工技术一直以来都是连续刚构桥建造中的关键点,随着国内桥梁建造事业的蓬勃发展,桥梁跨度愈来愈大,桥体结构愈来愈复杂,传统的合龙技术难以适应连续刚构桥发展节奏。铜川市玉皇阁二号桥工程采用多跨连续刚构桥左右幅同步顶推一次合龙的施工工艺,12个合龙口一次性合龙属国内首创,其过程控制精度要求高,施工技术挑战大。Midas Civil仿真建模技术可以有效地辅助预测桥梁合龙过程的结构状态,为顶推施工提供数据支撑。玉皇阁二号桥的合龙施工技术研究为工程顺利进行提供了坚实保障,为同类型工程提供了借鉴思路和经验。

基于Ventsim的矿井通风模拟与优化研究

为解决采区封闭后风流变化问题,以开滦集团某煤矿为实例,以通风阻力测定得到的通风路线长度、通风阻力与巷道风阻等作为基础数据,依据通风系统图绘制单行线图,运用Ventsim三维通风仿真系统构建通风系统三维模型,利用仿真系统的风网解算与风流模拟功能对采区封闭方案进行模拟,最终使得井巷风量达到设计要求。结果表明,运用Ventsim三维通风仿真系统对封闭方案进行模拟后,采区总进风量减少14.35 m^(3)/s,总回风量减少12.34 m^(3)/s,矿井通风总阻力降低291.7 Pa,实现了通风系统的降阻增风。

Numerical simulation of the flow within and over an intersection model with Reynolds-averaged Navier-Stokes method

In this study, the Reynolds-averaged Navier-Stokes （RANS） method is employed to simulate the flow within and over an intersection model with three kinds of k-ε turbulence closure schemes, namely, standard model, renormalization group （RNG） model and realizable k-ε model. The comparison between the simulated and observed flow fields shows that the RANS simulation with all the three turbulence models cannot completely and accurately reproduce the observed flow field in all details. A detailed comparison between the predicted profiles of wind velocities and the measured data shows that the realizble k-ε model is the best one among the three turbulence closure models in general. However, the extent to which the improvement is achieved by the realizable k-ε model is still not enough to completely and accurately describe the turbulent flow in a relatively complex environment.

REYNOLDS-STRESS MODELLING OF TURBULENT ROTATING FLOWS

The present analysis shows that the EVM can not reflect the turbulence physics in non-inertial frame. The effects of Coriolis force on turbulence is embodied naturally in the Reynolds-stress transport equation. It is observed that the existing second-moment closure model with appropriate near-wall treatment can adequately predict flows in rotating channel and in axially rotating pipe for moderate rotation rate.