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以黄河东城提水工程首部的定期冲洗式沉沙池为研究对象,应用一维超饱和输沙法计算了泥沙的沉降历时,分析了泥沙恢复饱和系数、极限吸出高度、出池含沙量等泥沙沉降特性。结果表明:①泥沙恢复饱和系数随泥沙粒径的增大呈指数递减趋势,工作段上游泥沙恢复饱和系数随沉降历时呈指数递减趋势,工作段下游恢复饱和系数随沉降历时呈线性减小趋势;②随着沉沙池的运行,出池泥沙粒径逐渐变大,淤积泥沙粒径则逐渐变小;③在沉沙池运行期内,溢流堰极限吸出高度随沉降历时呈线性递减趋势;④溢流堰前分组含沙量参考点的相对水深均小于0.5;⑤在0~0.500 mm泥沙粒径范围内,出池平均含沙量参考点的相对水深与泥沙粒径呈对数递增。 相似文献
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定期冲洗式沉沙池泥沙沉降特性分析 总被引:1,自引:1,他引:0
以黄河东城提水工程首部的定期冲洗式沉沙池为研究对象,应用一维超饱和输沙法计算了泥沙的沉降历时,分析了泥沙恢复饱和系数、极限吸出高度、出池含沙量等泥沙沉降特性。结果表明:①泥沙恢复饱和系数随泥沙粒径的增大呈指数递减趋势,工作段上游泥沙恢复饱和系数随沉降历时呈指数递减趋势,工作段下游恢复饱和系数随沉降历时呈线性减小趋势;②随着沉沙池的运行,出池泥沙粒径逐渐变大,淤积泥沙粒径则逐渐变小;③在沉沙池运行期内,溢流堰极限吸出高度随沉降历时呈线性递减趋势;④溢流堰前分组含沙量参考点的相对水深均小于0.5;⑤在0~0.500 mm泥沙粒径范围内,出池平均含沙量参考点的相对水深与泥沙粒径呈对数递增。 相似文献
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杨晋营 《水利与建筑工程学报》2004,2(3):35-38
沉沙池作为多沙河流引水枢纽的重要建筑物,其正常运行是发挥枢纽工程效益的重要条件。沉沙池设计应根据河流泥沙情况及枢纽运行条件,提出合理的运行设计和原型观测设计。运行设计应满足沉沙池运行水位、设计入池流量、含沙量、泥沙沉降设计标准和运用时间等运用条件。原型观测设计要有针对性,根据工程等级、规模、类型、布置、水沙条件等,确定相应原型观测内容和观测布置。 相似文献
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引黄工程中沉沙池的试验研究 总被引:1,自引:0,他引:1
禹门口引黄提水站是解决运城地区工农业用水的重要水源工程。总抽水量28m ̄3/s。为处理有害泥沙;设沉沙池而进行了模型试验。试验采用长度比尺L=20的单厢,正态模型。模型沙用干容重为1.46t/m ̄3的煤粉。模型主要考虑泥沙沉淀相似。黄河泥沙的主要特点泥沙颗粒细、含量高及沉淀难。根据这些特点,在水工模型试验基础上,选择了混合型沉沙池。混合型沉沙池。即平流式与竖流式相结合的一各形式。竖向流在沉沙池下游段装置的斜板之间产生,总池长118m,其中平流区40m。斜板区78m;总宽度59.6m,分为三箱;设计入池流量6~26m ̄3/s,相应入池含沙量120~80kg/m ̄3;沉沙池水深上游端59.6m,下游端7.0m,池底坡度1/70,试验表明混合型沉沙池,可缩短池长50%,降低工程造价45%。在沉沙池尾部或斜板区底部安装排沙管,随时排除沉沙池中细颗粒泥沙组成的淤积体,提高了沉沙池利用率。 相似文献
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由于地下水的严重超采,河水将逐步作为新疆农田节水灌溉的替代水源,河水中泥沙的去除率是河水能否推广的主要障碍,目前科技人员在研究各种装置用于降低河水中的泥沙。其中重力沉沙过滤池是清除泥沙比较好的一种除沙装置,其构造包括沉沙池、过滤网、清水池、集污槽等。该工程利用沉淀池与过滤网对泥沙进行两级处理,出池水质泥沙含量有明显降低。通过对玛纳斯县五圣宫村重力沉沙池一个灌溉期的现场含沙量试验研究和分析,结果表明,该重力沉沙过滤池对河水泥沙总处理率可以达到46%左右,出池泥沙粒径在0.05 mm以下。重力沉沙池增加过滤网结构型式后,沉沙效率可以提高30%以上。可以看出,采用这种结构型式的沉沙池,在处理泥沙方面较传统的沉沙池有一定的优势,利用过滤网可以将水沙进行强制分离,尤其对细颗粒泥沙比自然沉降效果显著。更多还原 相似文献
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一种新型矩形沉沙池已在新疆建设兵团大面积推广使用,这种沉沙池在进口增设了调流墙,在溢流堰上沿设置了溢流槽。从泥沙沉淀特性和经济性能两个方面对新型矩形沉沙池与传统沉沙池进行了比较。结果表明,新型矩形沉沙池的泥沙沉淀率比传统沉沙池提高了6%,出池含沙量由1.63 g/L降到了0.86 g/L,工程造价降低了20%左右,其泥沙处理效果和经济性更优,适宜在新疆地区农业节水灌溉中推广应用。 相似文献
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为了研究重力沉沙池流量、含沙量与水沙分离效率的关系,借助CCHE软件,建立CCHE2D水沙两相流数学模型,采用混合掺长紊流模型,对重力沉沙池进行数值模拟,得到沉沙池内水流流态、悬移质输移规律以及沉沙池的水沙分离效率,并在前人研究的基础上,进一步对不同流量、含沙量情况下,其流量和含沙量对沉沙池水沙分离效率的影响进行分析。结果表明:当流量在0. 05~0. 30 m~3/s时,随着流量增大,则流速增大,水流挟沙力增大,不利于泥沙沉降,使沉沙池的水沙分离效率降低;改变初始含沙量(5~20 kg/m~3),随着初始含沙量的增大,由于沉淀池尾部回流区存在,使得部分泥沙直接被带入清水池,使得沉沙池水沙分离效率降低。 相似文献
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《给水排水》2014,(9)
正As the eldest and most distributed professional journal of water industry,Water Wastewater Engineering(W WE)gained very wide acceptance from the colleagues working in this field in this country since start publication in 1964.Now it is administrated by the Ministry of Construction of the People’s Republic of China and sponsored by the China Civil Engineering Society etc. 相似文献
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根据冗各电站地下厂房开挖支护的施工顺序,以隐式杆单元模拟锚杆,以壳单元模拟混凝土喷层,采用三维非线性有限元技术,对洞室群的开挖支护动态过程进行了模拟计算。通过三维非线性有限元计算分析得到:洞室群动态开挖过程中围岩应力变形的分布规律,围岩塑性区的发展规律,锚杆受力变化情况。计算结果表明:整个开挖过程中,洞周围岩位移变化规律正常,量值较小,塑性区主要分布在洞室周边,围岩稳定性较好;但在洞室交叉口处围岩的变形较大,出现较大范围的塑性区,在此基础上提出了支护措施优化方案,并对优化方案的效果进行了评价。 相似文献
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The relocation of unionacean mussels is commonly used as a conservation and management tool in large rivers and streams. Relocation has been used to recolonize areas where mussel populations have been eliminated by prior pollution events, to remove mussels from construction zones and to re-establish populations of endangered species. More recently, relocation has been used to protect native freshwater mussels from colonization by the exotic zebra mussel Dreissena polymorpha. We conducted a literature review of mussel relocations and evaluated their relative success as a conservation and management strategy. We found that 43% of all relocations were conducted because of construction projects that were forced to comply with the Endangered Species Act 1973 and that only 16% were monitored for five or more consecutive years. Most (43%) relocation projects were conducted from July to September, presumably a period when reproductive stress is relatively low for most species and the metabolic rate is sufficient for reburrowing in the substrate. The mortality of relocated mussels was unreported in 27% of projects; reported mortality varied widely among projects and species and was difficult to assess. The mean mortality of relocated mussels was 49% based on an average recovery rate of 43%. There is little guidance on the methods for relocation or for monitoring the subsequent long-term status of relocated mussels. Based on this evaluation, research is needed to develop criteria for selecting a suitable relocation site and to establish appropriate methods and guidelines for conducting relocation projects. 相似文献
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解析法是库岸边坡地下水浸润线计算中便于实际应用的方法,但该方法须基于若干假定并对潜水运动基本方程线性化后才能求解。针对各假定和线性化过程建立不同的地下水渗流数学模型,用解析法和有限元法解答上述数学模型,分析各误差大小及其规律。结果表明:库岸垂直处理带来的误差要小于方程线性化处理和不考虑非饱和渗流带来的误差,而且它们都随渗透系数变大而减小;在三峡库区库水调度情况下,假定库水位等速变化带来的误差对大多岸坡而言可以忽略;计算库岸边坡地下水浸润线时,解析法只适用于水位变化幅度相比含水层厚度较小,且几何边界规则、岩土结构简单、岩土体渗透性较好时的情况。 相似文献
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Mutlu Ozdogan Curtis E. Woodcock Guido D. Salvucci Hüseyin Demir 《Water Resources Management》2006,20(3):467-488
Changes in summer irrigated cropland acreage and related water use are estimated from satellite remote sensing and ancillary
data in semi-arid Southeastern Turkey where traditionally dry agricultural lands are being rapidly transformed into irrigated
fields with the help of water from the Euphrates-Tigris Rivers. An image classification methodology based on thresholding
of Landsat NDVI images from the peak summer period reveals that the total area of summer irrigated crops has increased three-fold
(from 35,000 ha to over 100,000) in the Harran Plain between 1993 and 2002. Coupled analysis of annual irrigated crop area
from remote sensing and potential evapotranspiration based estimates of irrigation water requirements for cotton indicate
a corresponding increase in agricultural water use from about 370 million cubic meters to over one billion cubic meters, a
volume in accordance with the state estimates. These estimates have important implications for understanding the rapid changes
in current agricultural withdrawals in Southeastern Turkey and form a quantitative basis for exploring the changes in future
water demands in the region. For example, expansion of irrigated lands have led to a steady decrease in potential evaporation
due to increased roughness and decreased humidity deficit in the Harran Plain. Assuming that the changes in future evaporation
conditions will be of similar nature, water use for irrigation is expected to decrease over 40 percent in future irrigation
sites. Incorporating this decrease in overall planning of the irrigation projects currently under construction should lead
to improved management, and by extension, sustainability of water resources in the region. 相似文献
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The floodplains of lowland rivers contain diverse aquatic habitats that provide valuable ecosystem services but are perturbed when intensively cultivated. Hydrologic, water chemistry and biological (fish) conditions in five aquatic habitats along the Coldwater River, Mississippi, were measured for more than 4 years: the river, two severed meanders that functioned as backwaters, a managed wetland and an ephemeral channel draining cultivated fields. Off‐channel habitats were connected to downstream regions 0.10% to 32% of the dry season and 24% to 67% of the wet season. The median temperatures for the five monitored sites ranged from 18°C to 23°C, the median total solids concentration for all sites was 135 mg L?1, the median total phosphorus was 0.29 mg L?1 and the median total nitrogen was 1.56 mg L?1. Chemical and physical water quality displayed strong seasonal differences between the wet winter/spring and the dry summer/fall periods so that temporal variation consisted of gradual seasonal trends superimposed on strong diurnal variations. All off‐channel habitats exhibited periods of hypoxia and temperatures >30°C during the dry season. Between‐site gradients of water and habitat quality were strongly coupled to water depth and runoff loading. The rehabilitation of one backwater by increasing water depth and diverting agricultural runoff was associated with improved water quality and fish species richness relative to an adjacent untreated backwater. The diversion of polluted runoff and the use of water control structures to maintain greater water depth were observed to be effective management tools, but the former reduces the water supply to habitats that tend to dry up and the latter reduces connectivity. Published in 2011 by John Wiley & Sons, Ltd. 相似文献
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Carbon dioxide (CO2) and methane (CH4) diffusive emissions were measured during two field surveys in Queensland and Tasmania, Australia, using the floating chamber method. Bubbling and degassing emissions in 2010 were estimated in Koombooloomba Dam reservoir using only inverted funnels and gas concentrations, respectively. A total of 14 reservoirs and 16 rivers and lakes were sampled from 2006 to 2010. Spatial variation was substantial within each water body, as well as between them. The main drivers of diffusive emission variation were physiographic region and climate, with a clear demarcation being observed between diffusive emissions from tropical Queensland and temperate Tasmania, and between the humid West Coast Range (Tasmania) and dry Central Plateau (Tasmania). Higher CO2 and CH4 diffusive emissions were observed during the dry season, when long water residence times would promote organic matter degradation. Estimated total gross emissions, including diffusive, bubbling and degassing emissions, for Koombooloomba Dam reservoir were about 1.5 × 106 t CO2eq km2 per year, or 24 × 106 t CO2eq per year. This corresponds to a plant emission factor of 3.18 kg CO2eq MWh?1. Using an estimate of terrestrial emissions derived from literature data for the Tully River catchment area, rough estimated net emissions from the catchment area are about 44 kt CO2eq per year, or 5.83 kg CO2eq MWh?1, which is in the lower range of the studied reservoirs. 相似文献
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V. K. Konovalov O. V. Yashkin V. V. Ermakov 《Power Technology and Engineering (formerly Hydrotechnical Construction)》2008,42(2):105-109
A system for removal and pneumatic transport of fly ash is examined, in which air pulses act on batches (pistons) of ash formed
in a duct. Studies are made of the effect of several physical parameters on the force required to displace a piston of ash
and these serve as a basis for choosing a system for removal and pneumatic transport of ash simultaneously from several hoppers
of an electric precipitator. This makes it possible to separate the ash particles according to size without introducing additional
components. Formulas are given for calculating the structural and dynamic parameters of this system and measurements of indirect
dynamic parameters are used to calculate the input-output characteristics of the system. In order to optimize the system,
configurations for summing several ducts into a single transport duct for pneumatic ash transport are proposed. Some variants
of dry ash utilization and the advantages of producing of size-separated particles are considered.
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Translated from élektricheskie Stantsii, No. 2, pp. 26–30 (2008). 相似文献
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Peter B. Bayley 《河流研究与利用》1991,6(2):75-86
The ‘flood pulse advantage’ is the amount by which fish yield per unit mean water area is increased by a natural, predictable flood pulse. Evidence for this increase is presented from tropical and temperate fisheries. It is argued that increasing multispecies fish yield by restoring the natural hydrological regime is consistent with increasing production of other trophic levels and with restoration from ecological and aesthetic viewpoints. When applied to a river-floodplain system, this restoration would provide a large, self-sustaining potential for recreation, commercial exploitation, and flood control. An interim ‘natural flood pulse’ restoration approach is proposed for systems modified for navigation. This approach approximates the natural hydrological regime in a river reach and is intended as a first step in the long process of restoring the watershed. 相似文献