大空间建筑火灾中火焰辐射对无保护钢构件升温的影响

大空间建筑的空间尺度变化范围较大,当空间尺度变化时火焰对壁面或构件的热辐射变化也较大,正确预测火焰辐射对构件升温的影响,是准确计算火灾场景中构件升温的一个重要环节。在计算假定条件下,通过分析外界与构件之间的热量交换以及影响火焰辐射的因素,导出考虑火焰辐射影响的构件净吸热量计算公式,将构件净吸热量计算公式导入基于集总热容法的热平衡方程中,得到构件升温的数值解,从而定量确定火焰辐射对钢构件升温影响的,临界角系数,为简化钢构件升温计算奠定基础,使钢构件升温计算既准确反映火灾中构件的升温历程,又方便实用。     

铝合金复合板轧制变形规律研究

此文研究了Al-Si/Al-Mn/Al-Si三层铝合金复合板轧制过程中包覆率的变化规律,基体金属和包覆金属的变形速度关系。讨论了复合板的变形规律。     

Improving public information about large hydroelectric dams: Case studies in France and West Africa

It is becoming more common for public authorities in charge of dam construction and management to inform the population living in the area soon to be submerged by a proposed dam. However, populations living further downstream along a river to be dammed, have often been left to find out by chance, despite the fact that the changes to the river flow regime will have an important impact on their lives, sometimes serious negative impacts. This article makes a comparison between two dams, one at Bort-les-Orgues across the upper Dordogne River in southern France, the other the Bagré Dam over the Nakambé (or White Volta) River in south-eastern Burkina Faso. The article discusses dam construction and operation from the point of view of the concerned populations living in the reservoir and downstream areas.
In 2000, a study was carried out in the Dordogne Valley to ascertain downstream impacts of dam operations and information needs of the population. Suggestions from local river users related mostly to improving public information about predicted and actual flow rates and actual flow in real time along the 300 km course of the Dordogne between the dams and the estuary. Such information should be disseminated as widely as possible through available media, including the Internet, and also displayed visibly in key locations along the length of the river.     

Numerical simulation of flame acceleration and deflagration-to-detonation transition of ethylene in channels

Ethylene (C₂H₄) is a hydrocarbon fuel and widely used in chemical industry, however, ethylene is highly flammable and therefore presents a serious fire and explosion hazard. This work is initiated by addressing the hazard assessment of ethylene mixtures in different scale channels (d = 5 mm, 10 mm and 20 mm) from the aspect of flame acceleration (FA) and deflagration-to-detonation transition (DDT) by using large eddy simulation (LES) method coupled with the artificially thickened flame (ATF) approach. The fifth order local characteristics based weighted essentially non-oscillatory (WENO) conservative finite difference scheme is employed to solve the governing equations. The numerical results confirm that flame velocity increase rapidly at the beginning stage in three channels, and the flame acceleration rate is slower in the subsequent stage, afterwards, the flame velocity has an abrupt increase, and the onset of detonation occurs. Due to the fact that wall effect is significant in the narrow channel (e.g.,5 mm), especially in the ignition stage of the flame, flames have different shapes in wider channels (10 mm and 20 mm) and narrow channel (5 mm). Both the pressure and temperature profiles confirm DDT run-up distances are 0.251 m, 0.203 m and 0.161 m in 20 mm, 10 mm and 5 mm channels, respectively, which indicates that a shorter run-up distance is required in narrower channel. The cellular detonation structures for the ethylene-air mixture in different channels indicate that multi-headed detonation structures can be found in 20 mm channel, as the channel width decreases to 10 mm, detonation has a single-headed spinning structure, as the width is further reduced to 5 mm, only large longitudinal oscillation of the pressure can be observed.     

关于建立我国工业企业系统安全分析的理论与方法体系的研究

基于当前世界各国安全科学研究的新成果、新经验，结合我国近年来各类事故频繁，损失惊人的情况，运用系统科学的思想，提出了“系统安全价值”思想和“大安全”观点。进而探讨了系统失效的识别、预测与控制理论和方法，系统安全投入的优化分析与安全价值分析体系，并通过这一体系，建立或改进我国工业企业系统安全管理模式，提高管理水平，实现系统安全化。     

无粘结预应力混凝土框架的火灾试验

首先对一榀单层单跨的无粘结预应力混凝土框架进行了常温下的加载破坏试验，然后通过模拟真实火灾环境，对四榀单层单跨的无粘结预应力混凝土框架进行了不同恒载、不同升温曲线、不同预应力度各工况的火灾试验，并进行了试验分析，从而为无粘结预应力混凝土框架的火灾反应分析提供了可靠的数据。     

The Fish Fauna of the Doubs River Prior to Completion of the Rhine–Rhône Connection

/ The part of the Doubs River between Montbeliard and Dole (France), i.e., downstream from the confluence with the Allan River, will be affected by the Rhine- Rhone connection project. In order to improve the understanding of the Doubs ichthyofauna, aquatic environments of the Doubs were sampled by electrofishing. Fish diversity and the presence of some rheophilic species demonstrated the good ecological quality of some stretches of the Doubs. This quality was due to alternating areas with very diversified aquatic environments (riffles, islands and side-arms, backwaters) and a considerable range of flow velocities. The differences in the structure of the fish communities of the different types of aquatic environments were more qualitative (fish species) than quantitative (number of species and number of fish). However, the mean number of fish was statistically lower in the canals (Freycinet canal and channelized part of the Allan River) than in the main course and in the backwaters. The natural parts of the Doubs (unnavigable reaches) showed the most diversified environmental structure and had the most rheophilic fish communities. Thus, the rheophilic species were well represented, but they proved also the most vulnerable to river regulation. However, the most abundant fishes throughout the Doubs River were generalists with no special requirements for food sources or spawning substrate.KEY WORDS: Fish communities; Regulation; Restoration; Floodplain; Large ship canal; Doubs River     

Strain analysis in Jurassic argillites of the Monte Sirino area (Lagonegro Zone, southern Apennines, Italy) and implications for deformation paths in pelitic rocks

Analysis of strain in Jurassic argillites forming part of the folded and thrusted sedimentary succession of the Lagonegro basin (southern Italian Apennines) has been carried out using ellipsoid-shaped 'reduction' spots as strain markers. Most of the determined finite strain ellipsoids are of oblate type and show a peculiar distribution of the maximum extension direction ( X), with maxima either subparallel or subperpendicular to the local fold axes. Using the strain matrix method, two different deformation histories have been considered to assist the interpretation of the observed finite strain pattern. A first deformation history involved vertical compaction followed by horizontal shortening (occurring by a combination of true tectonic strain and volume loss), whereby all strain is coaxial and there is no change in the intermediate axis of the strain ellipsoid. By this type of deformation sequence, which produces a deformation path where total strain moves from the oblate to the prolate strain field and back to the oblate field, prolate strain ellipsoids can be generated and may be recorded where tectonic deformation has not been large enough to reverse pre-tectonic compaction. This type of deformation history may be of local importance within the study area (i.e. it may characterize some fold hinge regions) and, more generally, is probably of limited occurrence in deformed pelitic rocks. A second deformation sequence considered the superposition of pre-tectonic compaction and tectonic strain consisting of initial layer-parallel shortening followed by layer-parallel shear (related to flexural folding). Also in this instance, volume change during tectonic deformation and tectonic plane strain have been assumed. For geologically reasonable amounts of volume loss due to compaction and of initial layer-parallel shortening, this type of deformation history is capable of producing a deformation path entirely lying within the oblate strain field, but still characterized by a changeover, during deformation, of the maximum extension axis ( X) from a position parallel to the fold axis to one perpendicular to it. This type of deformation sequence may explain the main strain features observed in the study area, where most of the measured finite strain ellipsoids, determined from the limb regions of flexural folds, display an oblate shape, irrespective of the orientation of their maximum extension direction ( X) with respect to the local structural trends. More generally, this type of deformation history provides a mechanism to account for the predominance of oblate strains in deformed pelitic rocks. Key words Finite strain states · Compaction · Tectonic strain · Deformation gradient tensors · Deformation paths     

大掺量粉煤灰水泥研究

采用激发剂技术，研制成功了粉煤灰掺量达４０％－６０％，强度标号４７．７－５２．９ＭＰａ的大掺量粉煤灰水泥。研究表明，这种水泥的标准稠度需水量，凝结时间，安定性等物理性能满足国家标准的有关要求，水泥石结构致密。     

采用厚壁离心铸坯旋压成形大直径高纯铝筒工艺研究

此文介绍采用壁厚达90mm的离心铸坯,旋压成形大直径高纯铝筒的工艺试验。讨论了旋压中出现的各种问题,从而确定了合理的工艺参数,旋出了符合技术要求的大直径筒形件。