黄河水市场的建立与水资源的优化配置

1987年国务院批准了黄河可供水理分配方案，1994年黄河水利委员会又向沿黄省（区）颁发了《取水许可证》。随着流域社会经济的发展，黄河水资源供需矛盾愈加突出。目前黄河水资源管理调度体制还存在政府指令配水严重失控、没有引入激励补偿机制、同比例丰增枯减的原则不利于水资源优化配置等问题。在黄河上建立水市场符合市场经济规律，可以促进节水，提高水资源的利用率，改善生态环境，有利于水资源的高效配置和合理利用。     

黑河干流中游地区耗水量变化的历史分析

黑河流域水资源极其匮乏，加之地区上的配置不均衡和中游地区水土资源的过度开发，导致黑河下游出现了严重的生态环境问题，已影响到我国北方广大地区生态环境质量，受到国家的高度重视和全社会的广泛关注。黑河水资源开发利用主要集中在中游地区，该区是全国重要的商品粮、蔬菜和经济作物生产基地之一，耗水量占流域耗水量的85％以上，是黑河的主要耗水区和径流利用区。利用黑河上游控制站莺落峡站和中游控制站正义峡站水文资料，分析了黑河中游耗水量的变化，结果表明：20世纪80年代以前黑河中游耗水量在4．4亿m^3左右，比较稳定；进入20世纪80年代以后，耗水量明显增加，80年代耗水量比70年代以前增加了1．97亿－2.49亿m^3;90年代耗水量又比80年代增加了1.64亿m^3左右；80年代以来流域耗水量呈明显增加的趋势，这是以人类活动影响为主的结果。     

Study on the propagation of inlet flow distortion in axial compressor using an integral method

 An integral method is investigated and developed in the current work. The effects of the parameters of inlet distortions on the trend of downstream flow feature in compressor are simulated. Other than the drag-to-lift ratio of the blade and the inlet incidence angle, it is found that the distorted inlet velocity is another essential parameter to control the distortion in propagation. Based on this study, a novel critical distortion line and corresponding critical distortion factor are proposed to express the effect of the two essential inlet parameters on the propagation of distortion, namely, the inlet incidence angle and the distorted inlet velocity. From the viewpoint of compressor efficiency, the propagation of inlet flow distortion is further described by a compressor critical performance and its critical characteristic. The results present a useful physical insight to an axial flow compressor behavior and asymptotic behavior of the propagation of inlet distortion, and confirm the active role of compressor in determining the velocity distribution when compressor responds to an inlet flow distortion. Received: 20 December 2001 / Accepted: 21 August 2002 The authors would like to thank HQ RSAF for permission to publish this work, their financial support and encouragement. The first author wants to acknowledge Prof. Frank Marble of California Institute of Technology, for bringing the problem to the author's attention and for his helpful discussion.     

黄浦江上游水源地突发性水污染事故应急处置预案探讨

阐述了水源地突发污染事件的概念、特点及其对于供水安全和城市经济社会系统安全运行的重要意义.论述了城市水源地突发污染事件应急研究的主要内容;以上海市黄浦江上游水源地为例,探讨了突发性污染事件应急处置体系的构建,并提出了相应的政策建议。     

Water quality surveys: A statistical method based on determinism, quantiles and the binomial distribution

A statistical method for surveying water quality and analysing the results in terms of quantiles is described. The value of a water quality variable in a grab-sample is taken as a deterministic function of the temporal and spatial coordinates of the sampling point. Quantiles can then be defined for any specified region in time and space as unique, fixed values, and randomly located grab-samples may be used to estimate them for the purposes of describing or regulating water quality. Robust statistical inferences are possible using the binomial distribution. Properties of the quantiles, confidence limits, comparisons with fixed values or between regions, assessment of trends, simultaneous inferences and estimation of sample sizes are discussed. Two examples of water quality surveys, one of Port Phillip Bay, the other of the Maribyrnong River, Victoria, are used to illustrate the theory, paying particular attention to practical problems which arose. The proposed method is compared with others based on stochastic models, and is claimed to be simpler and more reliable.     

1960年前黄河下游河槽淤积物粒径组成分析

利用1999年汛前深层钻孔取样资料和历年淤积实测大断面资料分析出1960年前无三门峡水库影响的“自然”水沙情况下,下游河道主槽淤积物中d≥0.1 mm以上泥沙占50.7%,比1960-1999年大30个百分点,这种泥沙在下游的淤积比高达83.1%,比0.05 mm以上泥沙的淤积比高39个百分点。指出应在黄河中游寻找出0.1 mm以上的粗泥沙集中来源区作为近期水土保持的重点区域。     

渭河流域水利水保措施减水减沙效益初步分析

截止1989年底,渭河流域共有水库361座,塘坝2666座,引水有效灌溉面积40.4万公顷,治理总面积8136km~2,治理度17.1％。以1970年为效益计算起始年,并将全流域划分为18个片,分别采用水文法和水保法计算1970～1989年间各项水利水保措施减水减沙量及综合减水减沙效益。水文法算得的综合减水效益为24.1％,减沙效益为30.6％;水保法算得的结果相应为29.9％和30.8％,两者相近。     

长江中上游地区土壤人渗速率的空间分异研究

利用双套环法对长江中上游水土流失严重区的50个县（市）进行原他测试，对其典型土壤的稳渗速率及其影响因素进行了分析研究。结果表明：土壤稳渗速率在长江中上游地区呈现规律性的地域分异，四川盆地以及毕节地区是稳渗速率高值区，陕南和陇南地区、三峡库区以及丹江口库区足稳渗速率一般区，金沙江下游地区以及湘东赣南红壤丘陵区是稳渗速率低值区；上壤稳渗速率随土类发生有规律变化，黄壤系列土类最大，然后是石灰土、紫色土，红壤系列土类稳渗速率最小；土壤稳渗速率与质量密度呈负相关关系，与孔隙度、大于0．25mm风干土水稳性团粒含量、有机质含量以及粉／粘呈正相关关系。