煤矿采动区地面井逐级优化设计方法

为进一步优化煤矿采动区地面井设计方法,对地面井的类型及特点进行了深入分析,将煤矿采动区地面井抽采技术细分为邻近层采动发展区地面井抽采、本煤层采动发展区地面井抽采和采动稳定区地面井抽采3种类型;确定了抽采资源评估、布井位置优选、井型结构优化、高危位置防护、地面安全抽采等5项核心技术,提出了不同类型采动区地面井的逐级优化设计方法。将系统化的技术方法应用在了山西晋煤集团成庄煤矿5310工作面采动区CD-01井的优化设计和抽采工程中,获得了连续抽采、抽采体积分数50%以上的良好抽采效果,证明了逐级优化设计方法及技术的适用性。     

云盖山煤矿一矿综放工作面瓦斯综合治理技术研究

针对云盖山煤矿一矿煤层透气性系数低、煤层预抽效果差、瓦斯制约生产能力的现状,提出了以本煤层顺层钻孔瓦斯抽放为主,以上隅角瓦斯抽放为辅的瓦斯综合治理技术,减轻了风排瓦斯的压力,实现了高产高效,创造了良好的经济效益和社会效益。     

A wide area synchrophasor-based load shedding scheme to prevent voltage collapse

This paper presents a new method based on wide area voltage stability index for optimal load shedding to prevent voltage instability phenomena. Phasor Measurement Units (PMUs) have widely been used in recent years due to their great advantages in power systems wide area monitoring, protection and control. The purpose of this paper is to provide a new optimal load shedding method, which disconnects the least possible amount of load from optimum buses. Not only the system stability is considered as main goal in this research, but also minimum load shedding is taken into account. Moreover, the problem of optimal load shedding is applied using modified Discrete Imperialistic Competition Algorithm (DICA) in mid-term and long-term voltage instability scenarios. In all investigations, certain limitations are considered to obtain practical answers. In addition, some modifications are applied to the conventional ICA, which make it proper for solving the optimal load shedding problem. New modifications result in fast convergence characteristic and less run time, which are crucial in dealing with power system instability problems.     

Plastic coupled instabilities of I-shaped steel beams

The paper presents the case of plastic instability of I-shaped beams where the rotation capacity is a very important characteristic in order to assure the required ductility in plastic or seismic design. The failure of such beams can be due to the local plastic plate buckling of compression flange and local plate buckling of the web in flexural compression, produced in-plane or out-of-plane. In the same time the failure can occurs by coupling of these two local buckling modes. In order to study the plastic buckling of beams and to determine the available rotation capacity which is required by the plastic or seismic design, the collapse plastic mechanism theory was developed and a specialized computer program DUCTROT-M was elaborated. The parametrical analysis reveals the paramount importance of the web to thickness ratio and furthermore the sensitivity in out-of-plane buckling of the European hot-rolled sections.     

帷幕注浆止浆岩盘施工技术

指出帷幕注浆是通过隧道富水带一种非常有效的施工方法，而止浆岩盘的成功与否是帷幕注浆施工的关键所在，介绍了在马鹿箐隧道施工中，根据不同的地下涌水等地质情况建造不同止浆岩盘的工艺参数等，从而为进一步推广该技术提供了实践经验。     

Plastic collapse moment equations of throughwall axially cracked elbows subjected to combined internal pressure and in-plane bending moment

Plastic collapse moment (PCM) equations of throughwall axially cracked (TAC) elbow subjected to in-plane closing/opening bending moment were previously proposed by the present authors. However, in actual situation, an elbow may often be subjected to combined internal pressure and bending moment loading. The present work investigates the effect of internal pressure on the in-plane plastic collapse moment of throughwall axially cracked elbows through 3-D elastic-plastic finite element analysis. Equations of un-pressurized cases are recommended where it is conservative and in other cases new equations are proposed.     

和平港新桥码头堤防塌方险段加固方案优化

堤防塌方险段加固处理方案很多,但要因地制宜,不同的地段、不同外界条件,采用相应的加固方案,当有船行波影响,且施工条件受限时,采用木群桩和混凝土底板复合基础加浆砌石斜墙方案能有效解决塌方险段的修复问题.     

AlGaN/GaN HEMT场板结构对与表面态相关的延迟特性的影响

为了研究AlGaN/GaN HEMT器件中场板结构对电流崩塌效应影响的物理机理,我们运用数值模拟的方法研究了场板结构和与表面态相关的栅延迟现象之间的关系。模拟显示场板结构可以显著地抑制电流崩塌效应的强度,但是对延迟时间没有影响。场板结构可以增大AlGaN表面附近的空穴积累,导致表面态的离化率增大从而抑制器件的电流崩塌。     

顺层钻孔瓦斯抽采半径及布孔间距研究

为合理确定本煤层瓦斯抽采钻孔的布孔间距,通过煤层瓦斯渗流场控制方程、煤体孔隙率和渗透率耦合方程及煤层变形场控制方程,建立了钻孔抽采条件下瓦斯渗流固气耦合数学模型;采用数值模拟计算方法,得出顺层瓦斯抽采钻孔的抽采半径,并推导出瓦斯抽采钻孔布孔间距与单钻孔抽采半径的关系式。以黄岩汇矿15107工作面为应用实例,通过在该工作面进行单钻孔和多钻孔瓦斯抽采试验,求算并验证了抽采半径及布孔间距与抽采半径关系式的正确性,为现场瓦斯抽采提供科学依据。     

带压煤层底板构造致灾突水水量预测方法初探

由于底板构造突水水量的难以预测性,生产中常用底板疏降水量代替突水水量,导致矿井防排水系统建设的主要依据可靠度偏低。以霍州煤电集团大水矿区为例,分析了矿井正常涌水量、最大涌水量和突水水量的区别与联系,基于含水层补给能力和导水通道的过水能力两方面因素,构建了断裂和陷落柱2种导水通道的突水水量预测模型,提出了适用于构造突水情况的矿井涌水量预测修正方法。以霍州矿区2个矿井的资料为例进行验证,结果表明基于含水层补给能力的突水预测模型更符合实际突水情况,该矿区构造类突水水量的决定因素为含水层富水性。考虑底板突水因素,提出了矿井抗灾指标的计算方法,提高了抗灾系统指标的可靠性。