鄱阳湖水利枢纽工程水位调控方案的探讨

利用历史水文资料、越冬候鸟分布调查资料及基础地理数据等, 从鄱阳湖形态的历史演变和鄱阳湖越冬候鸟生境保护的角度, 探讨鄱阳湖水利枢纽工程的水位调控方案。研究得到以下结论和建议:(1) 在维持鄱阳湖形态不变的情况下, 为有效保护越冬候鸟生境不受水利枢纽工程水位调控的影响, 工程调控水位不宜超过12 m, 但由于低水位运行不利于水利枢纽工程工程效益的发挥, 而高水位运行不利于越冬候鸟栖息地的保护, 为调和工程效益和候鸟保护之间的矛盾, 建议实施适当退田还湖, 以促进鄱阳湖水利枢纽工程的规划实施;(2) 根据地形、越冬候鸟分布范围、圩堤内居民点分布以及圩堤内土地利用现状, 提出了约640 km²实施退田还湖范围;(3) 以退田还湖为前提, 按照“调枯不调洪”原则, 提出鄱阳湖水利枢纽工程的水位调控方案, 为工程的推进和实施提供参考。     

Interaction between a dam site and karst springs: The case of Supramonte (Central-East Sardinia, Italy)

Sardinia is one of the Italian regions with the greatest number of dams per inhabitants, almost 60 for a population of only 1.5 million people. Many of these dam sites are located on non-carbonate rocks along the main rivers of the Island and their waters are used for irrigation, industrial, energy supply, drinking and flood regulation purposes.The Pedra 'e Othoni dam on the Cedrino river (Dorgali, Central-East Sardinia) is located along the threshold of the Palaeozoic basement on the Northern border of the Supramonte karst area, where water is forced to flow out of the system through several resurgences, the most famous of which is the Su Gologone vauclusian spring, used for drinking water supply. The other main outflows of the system, Su Tippari and San Pantaleo springs, are at present almost permanently submerged by the high water level of the Pedra 'e Othoni dam. In the near future water will be supplied also to other communities with a possible increase of water taken from the spring.The dam, originally meant to regulate the flooding of Cedrino river but actually used for all sorts of purposes (electricity supply, drinking water, irrigation of farmlands, industrial uses), has a maximum regulation altitude of 103 m a.s.l., only slightly less than a meter below the Su Gologone spring level (103.7 m), and 4 and 9 m respectively above the submerged Su Tippari and San Pantaleo springs.During floods of the Cedrino river, occurring on average twice a year, also the Su Gologone spring becomes submerged by the muddy waters of the lake for a time ranging between a couple of hours up to several days, making water supply impossible.The analysis of the available meteorological and hydrogeological data relative to the December 2004 flood, one of the severest of the past 100 years, suggests that the reservoir is filled in a few days time. Several flooding scenarios have been reconstructed using digital terrain models, showing that backflooding submerges most of the discharge area of the aquifer, having important repercussions also on the inland underground drainage system. The upstream flood prone areas prevalently comprise agricultural lands with some sparse houses, but also highly frequented tourist facilities. Fortunately flooding occurs outside the tourist season, thus limiting risk to a limited number of local inhabitants. Massive discharge at the dam site, instead, determines a more hazardous situation in the Cedrino coastal plain, where population density in low lying areas is much higher. To avoid flooding hazard upstream the water level in the lake should be regulated, keeping it low in the flood prone seasons, and having it filled from the end of the winter in order to have enough water stocked before the beginning of the summer. Discharge at the dam site, instead, should be done cautiously, preventing severe flooding of the coastal Cedrino plain.     

Failure analysis of the granite for a dam foundation

This paper presents the numerical and experimental investigation of a dam foundation. The site consists of granite and especially weathered granite. Numerical and analytical analyses have been conducted to evaluate suitability of the granite for a dam foundation. Mohr–Coulomb failure criterion has been used to calculate the compressive strength of the rock mass. Finite element implementation of Mohr–Coulomb criterion has been used for deformation and settlement analysis. Packer testing and in-situ estimation of rock mass deformability using the Goodman jack have been performed. The results of the evaluations show that very small normal and differential settlements can be expected in structural regions due to dam construction, and the compacted concrete dam can safely be constructed on either the competent granite or the weathered granite. However, the dam foundation on the weathered granite has high conductivity potential problems for the reservoir.     

抓住奥运机遇,加快青岛海洋旅游开发研究

青岛市作为2008年北京奥运会唯一的伙伴城市，将给青岛海洋旅游开发提供难得的机遇，产生重大而积极的影响。为了加快青岛海洋旅游开发的进程，尽快与国际海洋旅游接轨，必须抓住这一机遇，采取应对措施。     

桑沟湾海域的潮流数值计算

利用有限差分法,模拟了桑沟湾海域大潮期间小海大坝未打开与小海大坝打开后的潮流场。指出小海大坝打开后对桑沟湾的流场没有影响,只有小海入口处余流值增大。并根据实测资料分析了该湾的潮汐潮流性质。     

青岛奥运海域污染物浓度预测及污染控制对策研究

在已建二维潮流数值模型的基础上,利用物质输运方程模拟了奥运海域主要污染物的浓度分布。结果表明,奥运海域水质整体良好,但是无机氮对奥运水质的影响比COD、活性磷酸盐大,是奥运海域的隐患。为了保持奥运海域良好的水质,本文给出了一系列的污染控制对策,为环境管理者提供了一定的科学依据和建议。     

潮流计算中特殊地形的数值处理

旨在提高模拟海域潮流计算的分辨率,着重研究在计算垵中存在宽度小于一个网格步长的防波堤、狭长岛屿以及小于一个网格步长的港口口门、防波堤开口等特殊地形的数值处理方法。以连云港西大堤工程为例,进行了数值计算,取得了满意的结果。     

A laboratory investigation of bed-load transport of gravel sediments under dam break flow

Dam break flows and resulting river bed erosion can have disastrous impacts on human safety,infrastructure,and environmental quality.However,there is a lack of research on the mobility of non-uniform sediment mixtures resulting from dam break flows and how these differ from uniform sized sediment.In this paper,laboratory flume experiments revealed that coarse and fine fractions in non-uniform sediment had a higher and a lower bed-load parameter,respectively,than uniform sediments of the same size.Thus,the finer fractions were more stable and the coarser fractions were more erodible in a nonuniform bed compared to a uniform-grained bed.These differences can be explained by the hiding and protrusion of these fractions,respectively.By investigating changes in mobility of the mixed-size fractions with reservoir water levels,the results revealed that at low water levels,when the coarser fractions were only just mobile,the bed-load parameter of the finer fractions was higher than the coarser fractions.The opposite was observed at a higher water level,when a significant proportion of the coarsest fractions was mobilized.The higher protrusion of these grains had an important effect on their mobility relative to the finer grains.The transported sediment on these mixed-sized beds was coarser than the initial bed sediment,and became coarser with an increase in reservoir water level.     

美国科罗拉多河高速水流实验对下游水生生态系统的影响及启示

科罗拉多河的适应性管理处于世界领先水平。美国为研究格伦峡谷大坝对下游水生生态系统的影响而进行了3次高速水流实验,取得了显著的生态效益,也积累了许多宝贵经验。分析显示,利益相关方参与是该实验成功的体制保障,跟踪监测与评估是实验成功的技术保障,闸坝适应性调度是河流保护与管理的有效手段。该实验的实施过程和效果对我国闸坝调度有许多有益的启示。例如,对下游水生生物和湿地生态系统的保护应作为闸坝调度的目标之一,应加强闸坝适应性调度的实验和研究,促进利益相关方参与河流保护与管理。     

四川汉源永定桥水库坝区岩溶渗漏的水文地球化学特征研究

在坝区水文地质调查及岩溶发育研究的基础上,对区域中地表水、地下水的宏量组份、稀土元素含量、碳酸盐的碳、氧同位素组成的调查结果表明:雨季前后地下水水化学的变化表明存在断裂带或岩溶通道深部埋藏水向地表排泄的特征;稀土元素含量的变化证实了坝址上游和下游均具有河水补给泉水现象的存在;碳、氧同位素组成的测定为进一步划分出相关的地下水系统提供了依据。本研究结果为坝区岩溶渗漏的工程处理方案提供理论依据。