ASSESSING THE THREAT TO LIFE FROM DAM FAILURE1

ABSTRACT: To facilitate decisions regarding the need for modification of potentially unsafe dams, the U.S. Bureau of Reclamation developed procedures for assessing the threat to human lives posed by the failure of individual dams. The procedures provide a conceptual model of the variables influencing the loss of life from dam failure and a method for predicting loss of life based on the size of the population at risk from failure and the amount of warning time available for that population. The prediction equations are based on an analysis of 24 dam failures and major flash floods occurring since 1950. Adjustments to the predictions to reflect special local conditions are also discussed.     

The case for free market environmentalism

Environmental Ethics is the ethics of how we humans are to relate to each other about the environment we live in. The best way to adjust inevitable differences among us in this respect is by private property. Each person takes the best care of what he owns, and ownership entails the free market, which enables people to make mutually advantageous trades with those who might use it even better. Public regulation, by contrast, becomes management in the interests of the regulators, or of special interests, such as lovers of rare species-not the people they're supposed to be serving.     

我国“四荒”资源的成因及其开发潜力

“四荒”是指可资农业利用而目前尚未开发的土地和水面，包括荒山、荒地、荒滩和荒水。人为开发利用不当是我国“四荒”资源的主要成因。“四荒”资源按其适宜性可分为宜农、宜园、宜林、宜牧、宜水产养殖５种类型，都有一定规模的开发潜力。     

浅谈实施教师资格制度

实施教师资格制度使教师的任用走上了科学化、规范化、法制化的轨道,推动了教育人事的改革,逐步形成了开放式的教师培养体系。     

排污收费政策失灵分析

在市场经济体制下,经常会出现政策失灵。本文首先介绍了政策失灵的基本理论,然后对我国的排污收费政策失灵进行了深入分析,最后提出了完善我国排污收费政策的对策。     

锅炉运行中水击事故的原因及处理

通过对水击现象的剖析 ,详细分析了锅筒、给水管道、蒸汽管道、省煤器内的水击原因 ,并提出了水击事故的处理方法及预防措施。     

THE DEVELOPMENT OF A MODEL TO EVALUATE HYDROLOGIC RISK IN WATER RESOURCE SYSTEM DESIGN1

In this paper, a procedure for analyzing a water resource system with special emphasis on evaluation of acceptable economic risk due to occasional failures to deliver water is proposed. The basic methodology includes the development of a simple mathematical model which describes the physical hydrologic and economic characteristics of a single reservoir irrigation and city water supply system and an evaluation of economic benefits of the system with full and partial deliveries of water. The system is simulated for various combinations of decision variables (system magnitudes) and an optimum design is obtained by response surface technology. Emphasis is placed on the basic model and methodology although, in order to introduce some realism, the procedure is applied to data based on the existing reservoir system on the South Concho River in West Central Texas.     

揭开武汉东湖蓝藻水华消失之谜

水华（亦称湖靛）是湖泊富营养化最恶劣的表征之一。武汉东湖７０年代至１９８４年间每年夏季出现蓝藻水华,１９８５年起突然消失,至今已有１４年没有重现,原因何在？通过三次设在湖里的围隔试验,证明鲢鳙的大量放养,是水华消失的决定性因素。     

Charity hazard—A real hazard to natural disaster insurance?

After the flooding in 2002 European governments provided billions of Euros of financial assistance to their citizens. Although there is no doubt that solidarity and some sort of assistance are reasonable, the question arises why these damages were not sufficiently insured. One explanation why individuals reject to obtain insurance cover against natural hazards is that they anticipate governmental and private aid. This problem became to be known as “charity hazard”. The present paper gives an economic analysis of the institutional arrangements on the market for natural disaster insurances focusing on imperfections caused by governmental financial relief. It provides a theoretical explanation why charity hazard is a problem on the market for natural disaster insurances, in the way that it acts as an obstacle for the proper diffusion and therefore the establishment of natural hazard insurances. This paper provides a review of the scientific discussion on charity hazard, provides a theoretical analysis and points out the existing empirical problems regarding this issue.     

碗窑碾压混凝土坝变形成因分析及监控指标的拟定

鉴于碗窑碾压混凝土重力坝个别变形测点测值异常现象,依据大坝变形观测资料,通过变形规律时空分析和统计模型的建立,以及影响因子的分解,合理地解释了其变形成因,从而得出碗窑水库大坝变形性态总体正常的结论。为确保大坝安全运行,通过建立有限元力学模型和混合模型,拟定了典型坝段坝顶水平位移的一级监控指标,进而更有效地监控大坝的安全性态。另外,就个别测点坝段时效有呈逐年缓慢上升的趋势,建议管理单位加强观测,并及时分析,确保工程安全运行。