Freshwater mussel assemblage structure in a regulated river in the Lower Mississippi River Alluvial Basin,USA

• 1. This paper documents a diverse, reproducing freshwater mussel community (20 species) in Lower Lake — an impounded, regulated portion of the Little Tallahatchie River below Sardis Dam in Panola Co., Mississippi, USA.
• 2. Despite being regulated and impounded, the lake has a heterogeneous array of habitats that differ markedly in mussel community attributes. Four distinct habitat types were identified based on current velocity and substrate characteristics, representing a gradient from habitats having lotic characteristics to lentic habitats. All four habitat types supported mussels, but habitats most resembling unimpounded, lotic situations (relatively higher current velocity and coarser substrate) had the highest mussel abundance and species density (10.1 mussels m^?2, 1.8 species m^?2, respectively). Lentic habitats (no flow, fine substrate) were characterized by lower abundance and species density (2.0 mussels m^?2, 0.8 species m^?2, respectively), but supported mussel assemblages distinctive from lotic habitats.
• 3. Evidence of strong recent recruitment was observed for most species in the lake and was observed in all four habitat types.
• 4. Although impounded and regulated, Lower Lake represents one of the few areas of stable large‐stream habitat in the region. The presence of a diverse, healthy mussel community in this highly modified habitat suggests that a large component of the regional mussel fauna is relatively resilient and adaptable and is limited primarily by the absence of stable river reaches. Management actions that increase stream stability are likely to result in expansion of the mussel fauna and restoration of a valuable component of ecosystem function in this region.

Published in 2006 by John Wiley & Sons, Ltd.     

聚脲防渗材料在大海子水库放水涵洞工程中的应用

针对大海子水库放水涵洞闸门前承压段3道伸缩缝止水功能部分失效、伸缩缝漏水防渗处理等问题,采取聚合物砂浆封缝、灌注水溶性聚氨酯堵漏、手工聚脲材料护面防渗等处理,为聚脲防渗材料在水库放水涵洞工程中的应用提供借鉴和经验.     

Quantification of reservoir bags as airway pressure-limiting devices in a nonrebreathing system

ObjectiveTo evaluate the influence of reservoir bag types, volumes and previous use on the peak pressures (Pmax) and the times to develop 30 cmH₂O pressure (P30) within a nonrebreathing system with a closed adjustable pressure-limiting (APL) valve.Study designIn vitro study using three-way factorial design with repeated measure on one factor.SubjectsA total of 75 new anesthesia reservoir bags (five types, three volumes, five bags from each type × volume). The bag types were reusable latex (RL), disposable latex (DL) and three disposable neoprene (DN-1, DN-2 and DN-3).MethodsEach bag was tested three times (treatments): new, after prestretching and 1 week later. The bags were attached to a Bain system and anesthesia machine with closed APL valve and patient port with O₂ flow 2 L minute^–1 until Pmax was reached. The Pmax and time to reach P30 values were determined from recorded pressure traces. General linear mixed model analysis was used to examine the effects of bag type, volume and treatment. One-sided 95% upper prediction limits of Pmax were calculated to test the null hypothesis that predicted Pmax of new bags would be ≥ 50 cmH₂O for each factor combination.ResultsRL bags were the least and DN-3 bags were the most compliant. Prestretching increased compliance in all bag types. Smaller bags of RL, DL and DN-1 were less compliant than larger ones. The predicted Pmax values were < 50 cmH₂O only for DN-3 bags after prestretching. The time to reach P30 was critically low when using 0.5 L bags (median 17 seconds).Conclusions and clinical relevanceTo minimize the risk of barotrauma, highly compliant reservoir bags (e.g. DN-3) are recommended and reusable bags should be avoided. Bags should be prestretched before first use, 0.5 L bags should be avoided and fresh gas flow minimized.     

漳河水库入库洪水抗误差预报方案

漳河水库由观音寺水库和鸡公尖水库通过半天然明槽相互连通组成，因受库水位观测、明槽输水计算、动库容计算误差等的复杂影响，以往多次建立的洪水预报方案均未达到可供应用的水平。在分析漳河水库入库洪水误差产生特点的基础上，通过建立抗误差产汇流预报模型和自适应实时校正技术，使漳河水库洪水预报方案平均确定性系数达91.09%，洪峰合格率达100%，峰现时间合格率达90.91%；观音寺水库洪水预报方案的平均确定性系数达90.63%，洪峰合格率达100%，峰现时间合格率达100%，终于建立了达到甲等水平的漳河水库洪水预报应用方案。     

多元线性回归和神经网络在水库调度中的应用比较研究

采用多元线性回归和改进人工神经网络算法分别建立水库多目标调度函数，并进行实例计算验证。通过比较分析，表明人工神经网络的非线性映射能力能够更好地反映水库调度中多个自变量和因变量之间的复杂关系，具有较高的模拟精度和较好的可行性，且应用简便。     

白云山水库调度管理系统

针对江西省吉安市白云山水库自建的局域网的特点，研制开发了水库调度管理系统软件。简要介绍在Power Builder平台上开发的水库调度管理系统软件中有关电力部分的主要功能和系统软件开发要点，重点介绍实现实时监控、报表制作等功能的关键技术，并介绍了四的技术关键。     

太湖新银鱼种群摄食对小江浮游动物群落结构的影响

为探究三峡水库典型支流小江太湖新银鱼（Neosalanx taihuensis）种群摄食对浮游动物群落结构的影响,于2019年1~12月逐月对太湖新银鱼与浮游动物样品进行采集并分析太湖新银鱼胃含物组成与浮游动物群落结构特征。分析结果表明：（1）太湖新银鱼的饵料生物主要为桡足类（相对重要指数百分比（IRI%）=79.97%）,其次为枝角类（IRI%=18.86%）,轮虫占比较少（IRI%=0.001%）。（2）3至6月（太湖新银鱼春群繁殖期）太湖新银鱼生物量迅速上升,并在5、6月维持较高水平的生物量,而浮游动物群落结构呈现小型化趋势,生物量由28.93 mg/L下降至1.13 mg/L;密度由21173.39 ind./L增加至26808.23 ind./L。7月小江禁捕结束,太湖新银鱼生物量开始急剧下降,小江浮游动物中桡足类和枝角类的密度与生物量迅速升高,于8月（密度为151.98 ind./L;生物量为3.39 mg/L）达到全年最高。（3）在太湖新银鱼生物量较高的时期,由于太湖新银鱼对于枝角类和桡足类具有较强的选择性,导致水体中枝角类和桡足类生物量占比（17%~58%）显著低于其它时期（P<0.05）。由此认为,太湖新银鱼生物量与浮游动物群落结构变化存在较强的关联性,太湖新银鱼种群摄食的下行效应可能是小江浮游动物生物量下降及群落结构小型化的关键原因。明晰太湖新银鱼种群生长与浮游动物群落结构的动态变化关系可为小江水华暴发的控制与水生态健康管理提供理论依据。     

黄河流域水土保持梯田建设

黄河流域水土保持梯田建设高荣乐（黄委会黄河上中游管理局，西安７１００４３）一、梯田建设的发展历程黄河流域坡地修成梯田的历史悠久，有明确记述及可考证的是在明清两代。古代农民在坡地耕作中沿等高线留地界使坡面逐步形成阶梯状，这是黄河流域梯田最早形成的方式。...     

三峡库区坡地梨-旱稻农业模式生态经济分析

运用生态经济学原理对三峡库区坡地新建梨-旱稻复合系统的生态效益和经济效益进行了研究。结果表明:与清耕梨园相比,梨园间作旱稻并秸秆还田后,有良好的水土保持作用和改土培肥效果,同时能有效控制田间杂草,减少梨园病虫害的发生,消减非点源N污染负荷60.19 kg/hm2,非点源P污染负荷8.0kg/hm2。与单一系统相比,复合系统提高土地利用率44%,能量经济系数上升2%。研究结果表明:梨-旱稻复合系统是一种具有良好生态效益的高效种植模式,值得在库区大力推广。     

笔架岭油田东三段和沙一段储层物性特征及影响因素分析

通过岩心观察、薄片鉴定、物性分析和沉积相研究,阐述了笔架岭油田东三段和沙一段岩石学特征、孔喉特征和物性特征,分析了影响储层物性的主要因素。研究表明,该研究区储层岩石类型以长石岩屑砂岩为主;沙河街组沙一段储层孔隙类型主要以原生粒间孔为主,东营组东三段孔隙类型以次生粒间溶孔为主;该研究区的储层属于中孔隙度、中渗透率储层;储层物性控制因素中,断裂是控制沉积微相及储层性能分布的主要因素,沉积微相控制砂体储层性质,成岩作用影响砂体储层性质。