地下金属矿山安全评价体系的探讨

对矿山实行安全评价是确保安全生产的重要措施。根据地下金属矿山生产工艺的特点，分析发生事故的原因及影响因素，以定量分析的方法，从企业管理、工程设计、人员配备、环境条件等方面进行安全评价，提出评价体系，系统而直观地反映企业生产安全程度。     

浅谈绿色生态住宅供需双方应注意的问题

介绍了绿色生态住宅理念的提出背景、绿色生态住宅所遵循的战略及其内涵，指出绿色生态住宅的核心是遵循住宅可持续发展战略。一方面，重点从环境规划设计、室内环境质量、小区水环境、材料与资源及建筑节能等6个方面论述了开发商在开发建设绿色生态住宅时应达到的技术和标准，以规范绿色生态住宅的开发与建设；另一方面，提醒消费者在购买绿色生态住宅时应着重考虑日照时间、空气湿度、主导风向和空气质量等气象因素及环境要素。     

黄山自然景观成因及边际效应探讨

黄山是中国十大风景名胜之一，以奇特的自然景观著称于世，被誉为“天下第一奇山”，并已被联合国列为世界遗产保护区。黄山是以自然景观为特色的山岳风景区，呈现典型花岗岩峰林地貌，景观类型丰富多样，奇松、怪石、云海、温泉素称“黄山四绝”。以山石地貌为主体的自然景观成因是内、外力综合作用的结果，具有得大独厚的成景条件。自然景观的时空分布特征，反映了自然界普遍存在的边际效应规律，运用自然边际效应的启示，将有助于对旅游资源的发掘、开发和保护工作。     

DEMAND SIDE MANAGEMENT OF WATER IN ONTARIO MUNICIPALITIES: STATUS,PROGRESS, AND OPPORTUNITIES1

ABSTRACT: Demand side management is being used increasingly by Ontario municipalities as a way to improve the efficiency of water use, defer the costs associated with constructing new water treatment works, and minimize the environmental impacts associated with supplying water. A comprehensive survey of 153 Ontario municipalities was completed in mid‐1998. These ranged in size from small rural townships (with populations as low as 500 people) to the province's largest urban center, Metropolitan Toronto, with a population of approximately 2.5 million people. The questionnaire measured the use of six broad types of demand side measures, including water pricing and metering; municipal by‐laws (ordinances) that promote water conservation; operational and maintenance measures to reduce water losses and consumption; water‐saving plumbing fixtures and devices; public participation programs that encourage water conservation; and other measures, such as water audits. Additionally, the survey collected data on implementation barriers and opportunities. Since the last comprehensive Ontario survey, conducted in 1987 by Kreutzwiser and Fea‐gan (1989), there has been an increase in the use of basic tools such as metering and pricing, plumbing fixtures, and public participation programs. Additionally, new initiatives, such as water audits and computerized monitoring equipment, are being used. However, in many areas opportunities exist to make better use of demand side measures. Unfortunately, municipal capacity to do so often is constrained by (among other factors) limited finances, lack of political will, and public resistance. Demonstration of real cost savings to consumers, and the development of specific goals and objectives for demand side management programs, are two important steps needed to overcome these challenges.     

利用侧光光纤优化生物反应器固定CO_2的研究

为了研究Chlorella sp.固定CO2的效果,降低能耗,采用自制生物光照反应器并选用侧光光纤作为光源。实验结果表明,在适宜条件下,通入浓度为10%CO2后,Chlorella sp.的生长明显加快。当选择红光和蓝光作为侧光光纤的光源交替运行,2 mm与3 mm光纤各28根耦合于16 W的光源发生器,较120 W LED外置光源而言,每瓦可提升6倍的生长速率。     

Assessment of Bilateral Thoracic Loading on the Near-Side Occupant Due to Occupant-to-Occupant Interaction in Vehicle Crash Tests

Objective: This study aims, by means of the WorldSID 50th percentile male, to evaluate thoracic loading and injury risk to the near-side occupant due to occupant-to-occupant interaction in combination with loading from an intruding structure.

Method: Nine vehicle crash tests were performed with a 50th percentile WorldSID male dummy in the near-side (adjacent to the intruding structure) seat and a THOR or ES2 dummy in the far-side (opposite the intruding structure) seat. The near-side seated WorldSID was equipped with 6 + 6 IR-Traccs (LH and RH) in the thorax/abdomen enabling measurement of bilateral deflection. To differentiate deflection caused by the intrusion, and the deflection caused by the neighboring occupant, time history curves were analyzed. The crash tests were performed with different modern vehicles, equipped with thorax side airbags and inflatable curtains, ranging from a compact car to a large sedan, and in different loading conditions such as car-to-car, barrier, and pole tests. Lateral delta V based on vehicle tunnel acceleration and maximum residual intrusion at occupant position were used as a measurement of crash severity to compare injury measurements.

Result: In the 9 vehicle crash tests, thoracic loading, induced by the intruding structure as well as from the far-side occupant, varied due to the size and structural performance of the car as well as the severity of the crash. Peak deflection on the thoracic outboard side occurred during the first 50 ms of the event. Between 70 to 150 ms loading induced by the neighboring occupant occurred and resulted in an inboard-side peak deflection and viscous criterion. In the tests where the target vehicle lateral delta V was below 30 km/h and intrusion less than 200 mm, deflections were low on both the outboard (20–40 mm) and inboard side (10–15 mm). At higher crash severities, delta V 35 km/h and above as well as intrusions larger than 350 mm, the inboard deflections (caused by interaction to the far-side occupant) were of the same magnitude or even higher (30–70 mm) than the outboard deflections (30–50 mm).

Conclusion: A WorldSID 50th percentile male equipped with bilateral IR-Traccs can detect loading to the thorax from a neighboring occupant making injury risk assessment feasible for this type of loading. At crash severities resulting in a delta V above 35 km/h and intrusions larger than 350 mm, both the inboard deflection and VC resulted in high risks of Abbreviated Injury Scale (AIS) 3+ injury, especially for a senior occupant.     

Biofidelity Corridors for Sternum Kinematics in Low-Speed Side Impacts

Objective: Field data show that side impact car crashes have become responsible for a greater proportion of the fatal crashes compared to frontal crashes, which suggests that the protection gained in frontal impact has not been matched in side impact. One of the reasons is the lack of understanding of the torso injury mechanisms in side impact. In particular, the deformation of the rib cage and how it affects the mechanical loading of the individual ribs have yet to be established. Therefore, the objective of this study was to characterize the ribcage deformation in side impacts by describing the kinematics of the sternum relative to the spine.

Methods: The 3D kinematics of the 1st and of the 5th or 6th thoracic vertebrae and of the sternum were obtained for three Post Mortem Human Subjects (PMHS) impacted laterally by a rigid wall traveling at 15 km/h. The experimental data were processed to express the kinematics of the sternum relative to the spine throughout the impact event. Methods were developed to interpolate the kinematics of the vertebrae for which experimental data were not available.

Results: The kinematics of the sternocostal junction for ribs 1 to 6 as well as the orientation of the sternum were expressed in the vertebra coordinate systems defined for each upper thoracic vertebra (T1 to T6). Corridors were designed for the motion of the sternum relative to each vertebra. In the experiments, the sternum moved upward for all rib levels (1 to 6), and away from the spine with an amplitude that increased with the decreasing rib level (from rib 1 to rib 6). None of the differences observed in the kinematics could be correlated to the occurrence of rib fractures.

Conclusions: This study provides both qualitative and quantitative information for the ribcage skeletal kinematics in side impact. This data set provides the information required to better evaluate computational models of the thorax for side impact simulations. The corridors developed in this study provide new biofidelity targets for the impact response of the ribcage. This study contributes to augmenting the state of knowledge of the human chest deformation in side impact to better characterize the rib fracture mechanisms.     

特厚煤层沿空掘巷合理留设小煤柱的试验研究

为减少煤柱损失量,改善巷道维护现状和提高煤炭回采率,以庞庞塔煤矿10#特厚煤层为工程背景,采用理论计算、FLAC3D数值模拟和现场观测方法对该矿特厚煤层综放沿空掘巷留设的小煤柱宽度进行了研究。计算表明:小煤柱合理留设宽度为7.7～9 m。以小煤柱理论计算为基础,结合工作面端头侧的应力与煤柱侧向支承压力分布特征,提出了4种小煤柱留宽方案,通过数值模拟对比分析不同留宽煤柱在掘巷和回采阶段的围岩应力和受载变形情况,最终得出小煤柱合理留宽为9 m。工程实践表明:按9 m留设区段煤柱,并采用合理支护设计,巷道顶底板及两帮变形量较小,煤柱稳定性良好,留宽方案满足生产使用要求。     

自锁式管道内封堵装置结构与封堵性能分析

为了改进现有囊式带压封堵技术的防滑动效果差的缺点,提出了1种利用连杆机构与螺纹自锁实施止动的自锁式管道内封堵装置。探讨这种自锁式封堵与传统封堵的结构与性能,分别建立了波纹封堵气囊模型和光滑封堵气囊模型,并通过有限元仿真及实验分析,得出2种封堵气囊在0~0.35 MPa的充压条件下实施封堵的不同效应。结果表明:波纹封堵气囊的封堵压力比传统光滑封堵气囊的封堵压力高出约0.5 MPa,大大提升了管道内封堵装置的封堵能力,并且波纹气囊的形变主要分散在波纹中间,有利于缓解集中形变对气囊的破坏作用,最终提高了封堵实施的稳定性。该装置结构的性能分析可为应急救援装备的研制提供参考依据。