漳河上游入河排污口调查与分析     

于焕民 《地下水》2005,27(6):429-432

本文在调查、分析了漳河上游入河排污口分布、度污水入河量及污染物入河量的基础上,提出了对入河排污口的治理措施及管理办法.  相似文献   

松江河电厂小山水电站导流洞出口边坡稳定性分析     

王振环  邢帼君 《吉林地质》1997,16(4):77-81

小山水电站导流洞出口边坡其地质结构为下部中侏罗世安山岩（αＪ２），其上覆盖了第三纪末第四纪初的玄武岩（βＮ～Ｑ），两者间为不整合接触，不整合面夹有０．１～０．６ｍ厚的粘土状及碎石粘土状夹层，产状倾向河床，倾角±２５°。在上覆玄武岩层中见有高倾角的宽张裂隙带，与不整合面一起构成松动岩体，不整合面为底滑面。通过边界条件的分析和稳定计算，松动岩体的抗滑系数Ｋ＝３．１０２，边坡是稳定的。在施工过程中采取了相应的安全保护措施，导流洞出口提前２８ｍ进洞，节约挖方量６００００ｍ３，提前了工期。经三年多的施工到运行，边坡无异常变化，表明该项优化设计是可行的。  相似文献   

多年冻土区铁路路基病害整治     

李英武 《冰川冻土》2004,26(Z1):237-240

The paper analyses the treatment measurements of railway roadbed main diseases in permafrost regions. Taking lessons from the diseases finally the mature experiences of treatments are offered.  相似文献   

宁波沿海陆源排污口放线菌(Actinomycetales sp.)的分布特点     

司开学  夏长革  王朝阳  张迪骏  何珊  周君  张红燕  韩姣姣  崔晨茜  董丽莎  苏秀榕 《海洋与湖沼》2016,47(2):400-406

利用454高通量测序技术对宁波沿海10个陆源排污口20个站位的放线菌的时空分布及5个工业排污口的放线菌的种类作了整体分析。成功鉴定出了83个属,84个种。研究结果显示:放线菌在陆源排污口的分布呈现季节性分布,从3月份到10月份,放线菌数量呈现先升高后下降的变化,5月份和8月份数量居高,在3月份和10月份偏低;在综合排污口(S4,S6,S8和S9)检测频次较高,在工业排污口(S1,S3,S5,S7和S10)检测频次居中,在市政排污口(S2)检出频次最低。不同类型的排污口,氨氮浓度的排出量不同,放线菌的种类和数量也不同。在5个工业排污口中,S7和S10检出的共同菌最多;在S7独自检出短双歧杆菌(Bifidobacterium breve)、长双歧杆菌(B.longum)和两岐双岐杆菌(B.bifidum),表明存在粪源污染物;在S5检出皱孢链霉菌(Streptomyces scabrisporus)和硫藤黄链霉菌(S.thioluteus),显示有石油降解物和重金属的污染。总体上看,放线菌数量在距排污口外50m处略高于排污口处。排放指标越相似,菌的种类越接近。  相似文献   

大连沿海排污口及邻近水域细菌动态分析     

杨文新  樊景凤  周君  王中华  葛林科  丁德文  苏秀榕  李太武 《海洋与湖沼》2013,44(5):1249-1256

于2011年3月、5月、8月和10月对大连沿海10个排污口及部分排污口的邻近水域分别采集水样, 对样本进行细菌总数3M试纸计数、2216E培养基和TCBS培养基培养并菌落计数, 对不同菌株进行16S rRNA基因克隆测序, 鉴定种属, 对细菌时间、空间的动态分布与群落结构及细菌分布与生态因子的相关性进行了分析。结果表明, 不同的排污口之间细菌总数差别很大, 数量在(1.6—500.0)×104cfu/mL之间; 排污口与其邻近水域差异明显, 排污口、邻近5m、100m和500m距离的细菌总数全年平均分别为77.94×104、 34.00×104、 4.520×104和0.448×104 cfu/mL。不同季节之间, 远距离水样季节性差异较大, 而排污口间季节性差异相对较小。在群落构成上, 假交替单胞菌属、肠杆菌科、假单胞菌属、弧菌属和希瓦氏菌属为优势菌属, 检出率较高, 数量较大。细菌分布与多种生态因子具有不同程度的相关。  相似文献   

Experimental study on the effect of bottomless structure in front of a bottom outlet on a sediment flushing cone     

Hadi Haghjouei  Majid Rahimpour  Kourosh Qaderi  Sameh AKantoush 《国际泥沙研究》2021,36(3):335-347

One of the main problems in reservoirs is sedimentation which reduces the operating life of dams if a proper plan and analysis method are not in place.The techniques to manage sediment in reservoirs include several sustainable management techniques that route sediment through or around the reservoir.One of the main economical methods in arid and semi-arid regions is pressurized flushing using moderate drawdown of the water level of the reservoir to evacuate sediment deposited behind dams.In the current study,the effect of a new structure called a dendritic bottomless extended(DBE)outlet structure at three angles of 30°,45°,and 60°
on pressurized flushing efficiency was investigated.Consequently,45 experiments were designed for three discharge rates (Qo),three sediment levels(Hs),four types of structure,and a no-structure condition(reference test).The results indicated that the DBE structure with a 30°angle between the branches,a sedimentary dimensionless index of Hs/Do=4.59,and a flow dimensionless index of Qo=/√gD05=1:43(where g is the acceleration of gravity and Do is the diameter of the bottom outlet)lead to 10-fold increase in the sediment flushing cone dimensions and sediment removal efficiency compared to the results of the reference test.Finally,according to a statistical analysis of the results,a dimensionless equation for calculating the sediment flushing cone dimensions was developed for the tested sediment characteristics.  相似文献   

变动流域滞时方程     

靳长兴 《地理研究》1992,11(2):9-16

流域滞时是流域汇流计算和预报中的一个重要因素。本文尝试将流域滞时表示成流域重心长度Lca(流域重心到流域出口断面的河道长度)与汇流速度v之比的函数,从而使流域滞时随汇流速度的不同而不同,而不再是一个常数。长度Lca反映了流域尺度和几何形态对滞时的影响,而汇流速度则反映流域动力条件对滞时的作用。5个小流域的实测资料检验表明结果较为满意。  相似文献   

ABRASION OF THE BOTTOM OUTLETS AND ITS REPAIR IN SANMENXIA PROJECT     

WEI Yonghui Senior engineer  The Three Gorges Project Development Incorporated 《国际泥沙研究》1991,(2)

The Sanmenxia Project completed in 1960 is a multi-purpose hydro project with emphasis on flood control. After the expounding, serious deposition occurs in the upstream part of the reservoir and the Weihe River. The project has to be rebuilt twice in the period from 1964 to 1978. Thus the discharge capacity is greatly enlarged by excavating two side tunnels on the left bank, converting three penstocks into sluice conduits and reopening & bottom outlets formerly used for di- version. By changing the operational mode from storing water year round to stor- ing clear water during the dry season and sluicing sediment during the flood season, the sediment problem of the reservoir is largely solved and multi-purpose benefits of the project are partially retained. But the heavy sediment load still caused serious abrasion on bottom outlets and turbines, particularly on the inlet gate slot, the service gate slot and the floor. Much effort has been made to clarify the mechanism of the damage and to choose abrasion-resistant material for repair. The repair of the bottom outlets has been going on since 1980. This paper describes the abrasion on the bottom outlets in details and the subsequent repair effected.  相似文献   

灌注桩工程中砼泵的选型及应用          下载免费PDF全文

朱菊根  胡汉月  张明 《探矿工程》1995,(6):27-28,32

从砼泵的结构、性能以及灌注桩工程对砼泵的要求方面了灌注桩工程中砼泵选型问题，说明了用泵送压力性能图确定泵送压力的方法。介绍了砼泵的使用。  相似文献   

Benthic diatoms of an Alpine stream/lake network in Switzerland   总被引：1，自引：0，他引：1  

Christopher T. Robinson  Barbara Kawecka 《Aquatic Sciences - Research Across Boundaries》2005,67(4):492-506

We compared the benthic diatom composition of lakes, and lake inlet and outlet streams in a high elevation catchment (∼2600 m a.s.l.) in the Swiss Alps. The catchment consisted of a southern basin mostly fed by glacial-melt water and a northern basin fed by snowmelt and groundwater. Streams in both basins flowed through a series of small lakes before converging into a lake with a primary outlet channel. The south basin had on average 4°C cooler water temperatures and 2× higher nitrate-N levels (up to 300 μg/L) than the north basin. In contrast, the north basin had higher levels (2–4×) of particulate-P, particulate-N, and particulate organic matter than the south basin. A total of 109 and 143 diatom species was identified in lakes and streams, respectively, with a similar number of species found in each basin. Aulacoseira alpigena and Achnanthidium minutissimum were common benthic algae in north basin lakes, whereas Achnanthes subatomoides, Achnanthes marginulata, Pinnularia microstauron, and Psammothidium helveticum were most common in south basin lakes. One disconnected lake in the north basin had an assemblage dominated by Tabellaria flocculosa (66%) and Eunotia tenella (14%). Principal components analysis showed a clear separation between the north and south basins in lotic diatoms. Of the 10 most common species, streams in the south basin had greater abundances of Psammothidium helveticum, Achnanthes helvetica var. minor, Achnanthes marginulata, Achnanthes subatomoides, and Diatoma mesodon than the north basin, whereas north basin streams had higher abundances of Achnanthidium minutissimum, Aulacoseira alpigena, and Luticola goeppertiana. Lake outlet assemblages were similar to respective downstream lake inlet assemblages, and assemblages changed in composition along each basins longitudinal flow path. However, Aulacoseira alpigena had higher average abundances in north basin outlets than inlets, and Achnanthidium minutissimum, Psammothidium helveticum, and Achnanthes helvetica var. minor had higher average abundances in south basin outlets than inlets. In contrast, Diatoma mesodon, Fragilaria capucina, and Gomphonema parvulum had higher average abundances in south basin inlets than outlets. The spatial patterns in species composition reflected the hierarchical interaction of landscape features (geology, hydrology) on longitudinal gradients (lake position) in the stream/lake network.  相似文献