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中国的水库泥沙淤积问题 总被引：18，自引：2，他引：16
由于我国有许多河流是含沙最高、输沙量大的多泥沙河流,水库泥沙淤积问题异常严重．主要表现在：淤积数量大,淤积速率快．据统计,截止到1981年底全国水库总淤积量达115×10~8m~3．占统计水库总库容的14．2％．年平均库容损失率达2．3％,高于世界各国．水库的严重淤积,不仅影响水库兴利效益的发挥,严重威胁水库的使用寿命,而且还造成一系列在进行水库规划时未曾充分估计到的环境问题．本文重点从河流水文泥沙特性、我国水库淤积问题的严重性、水库淤积引起的问题及水库防淤减淤措施等4个方面作一较全面的分析和探讨． 相似文献
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泥沙问题是三峡工程建设与运行中的关键技术问题之一,只有妥善处理好泥沙问题,才能保证三峡工程长期有效使用,维持水库功能的全面发挥。本文首先结合实测水文、河道地形观测资料,对三峡水库运行近20年来的泥沙淤积特性及水库排沙比进行了较为全面的分析研究,并与已有研究成果进行了对比;其次,围绕防洪、航运以及坝前段的泥沙淤积等方面,进一步分析了水库淤积产生的影响。结果表明:三峡水库蓄水以来,在不考虑区间来沙的情况下,三峡水库共淤积泥沙20.484亿t,近似年均淤积1.102亿t,水库排沙比为23.6%,水库年均淤积量为原论证预测值的33%。其中,库区干流段累计淤积泥沙17.835亿m3(变动回水区冲刷0.694亿m3;常年回水区淤积18.529亿m3),淤积在水库防洪库容内的泥沙为1.648亿m3(干、支流分别淤积1.517亿m3和0.131亿m3),占水库防洪库容的0.74%,“十一五”攻关阶段研究得出的多年平均淤积量及排沙比较实测值均偏大,变动回水区冲淤则出现反向的... 相似文献
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金沙江下游4个梯级水电站总装机容量相当于两座三峡水库,是“西电东送”中部地区的源头工程,工程效益发挥对经济社会发展意义重大。2012年以来,向家坝、溪洛渡、乌东德和白鹤滩电站等陆续蓄水运行,层层拦截金沙江的泥沙,2013—2020年向家坝出库年输沙量均值下降至152万t,减幅超过99%。大量泥沙淤积在梯级水库内,同时向家坝以下河道发生长距离冲刷。本文以自金沙江下游工程筹建以来的观测资料为基础,针对梯级水库的泥沙淤积和坝下游河道冲刷规律开展研究,结果表明:金沙江下游四个梯级电站自建成运行至2020年底,累计淤积泥沙约5.98亿m3,其中溪洛渡库区淤积量占比达92.5%,2013-2020年溪洛渡和向家坝水库排沙比分别为2.64%和22.2%,其水库泥沙主要淤积在常年回水区的干流河道内,以死库容内淤积为主,侵占有效库容的比例小于1.3%。金沙江下游库区干流河道的峡谷特征明显,淤积多表现为主河槽的平铺式淤高。溪洛渡和向家坝库区淤积的泥沙沿程分选特征明显,越靠近坝前,中数粒径减小、细颗粒泥沙沙量百分数增加,极细颗粒泥沙会在库区一定范围内大量沉积。向家坝下游河床普遍冲刷,但... 相似文献
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长江中游的泥沙淤积问题 总被引：8，自引：0，他引：8
长江上游年产泥沙5.12×108 t, 经宜昌输入中游, 长江中游干流及各支流年产沙约 0.80×108 t. 这两部分中约1.24×108 t沉积于中游河湖中, 4.68×108 t经大通输入下游, 沉淤于河道及长江三角洲或入海. 长江中游的泥沙, 总体是淤大于冲, 但是冲淤的地理分布、时间段分布和河床断面分布不均衡. 长江干流的宜昌-城陵矶段、九江-大通段冲大于淤或冲淤平衡. 淤积主要发生在长江干流以武汉为中心的螺山-武汉-黄石段以及洞庭湖区和鄱阳湖区. 即使在主要淤积江段, 也有局部时段和江段以冲刷为主. 主泓所在的河槽以冲刷为主, 而河道两侧或河道之间的洲滩, 则以淤为主, 形成高而平的漫滩, 往往被人为改造成圩垸. 荆江以北的江汉平原因有大堤从长江隔开, 只有汉水少量泥沙供应, 冲淤量很小, 再加上构造沉降的累计效应, 其地面高程绝大部分低于干流洲滩数米. 螺山-武汉-黄石段的淤积导致该段及以上江段洪水位抬高. 干流断面冲槽淤滩使长江中游河道的典型形态呈深河谷、高漫滩, 靠干堤保护堤内平原. 这种断面在洪水时成为在同等水量下, 水位不断抬高的原因. 高水位要高堤防来防堵, 这就增加了堤防压力、水头压力, 容易导致管涌、渗漏等险情. 堤外滩及洪水位与构造沉降的堤内平原间的高差不断增大. 三峡工程建成后, 水库拦沙及中游河道冲深, 可使同流量下水位大幅度降低, 但城陵矶-武汉段冲刷量很小, 不能解决该段及以下江段的泥沙淤积问题, 因此江汉平原因相对于洪水位地势过低而造成的洪涝灾害及相关环境问题, 仍将是中游长远的重大隐患. 相似文献
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近30年来鄱阳湖湖盆地形演变特征与原因探析 总被引：1，自引：1，他引：0
利用鄱阳湖1980、1998和2010年3期湖盆水下地形数据,结合出、入湖泥沙输移数据以及流域水土流失、水库建设等资料,较为系统地研究鄱阳湖近30年来湖盆冲淤的时空变化特征及其影响因素.研究表明,1980-1998年,松门山以南主湖体位置淤积现象明显,平均淤高0.82 m,该淤积主要是由这一阶段内流域水土流失加剧所引起的;1998-2010年,在大规模植树造林和水库建设等人类活动影响下,鄱阳湖淤积现象减缓.但是在入江水道上湖盆高程显著下降,平均下降速率高达30.75 cm/a,这与入江水道处持续采砂和水流冲刷等因素有关;近30年来,"五河"入湖的洲滩区域冲淤变化及趋势有所差异,修水、抚河及赣江三角洲呈现逐渐降低的趋势,饶河入湖漫滩总体上以淤积为主,且地形坡度趋于变缓.研究结果对鄱阳湖水资源合理开发、水利工程建设及航运管理等均具有一定的实践和参考价值. 相似文献
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泥沙淤积问题直接影响着三峡水库的使用寿命及综合效益的发挥,研究其入库水沙特性对于解决水库泥沙淤积问题具有重要意义。根据水文站实测数据,分析了三峡水库入库水沙输移特性及来源组成变化,重点研究了金沙江下游梯级水库运行后的三峡水库高洪水期入库水沙特性。结果表明:2003—2021年,三峡水库入库泥沙集中于汛期的高洪水期,2013年以后该现象更为显著,泥沙来源也由金沙江为主转变为嘉陵江为主。寸滩站洪峰流量高于50000 m3/s的高洪水期三峡入库沙量显著大于30000～50000 m3/s区间的高洪水期,三峡水库泥沙调度关键在于上游发生编号洪水期间。三峡水库上游沱江或嘉陵江等支流发生流域性大洪水时,易引起高洪水期入库水沙出现“小水大沙”的特点。金沙江下游梯级水库运行后,三峡水库高洪水期入库泥沙大幅减少,中小洪水调度期间泥沙淤积量也大幅减小。研究结果可为三峡水库的泥沙精细化调度和长期高效使用提供基础数据支撑。 相似文献
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三峡工程对鄱阳湖冲淤的影响和预测 总被引：5，自引：3，他引：2
泥沙淤积是制约湖泊功能的重要因素。三峡工程运行后增减下泄流量,将使鄱阳湖的泥沙交换和淤积作用发生变化。本文根据鄱阳湖的沉积特点,利用典型年的水文过程对库区增减下泄流量时的冲淤变化进行了预测,指出直接的影响不大,但洲滩发展和束狭入江断面的负效应须有所警惕。 相似文献
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支流作为水库综合效益发挥的重要组成部分,其河口泥沙大幅淤积会影响水库综合效益的发挥.选取多沙河流水库黄河小浪底库区畛水、石井两支流作为典型实例,在对1999-2015年汛后水库的来水来沙、水库调度、库区干支流淤积量与形态分析基础上,研究干支流淤积形态的变化,重点研究支流口门拦门沙坎抬升变化特征,结果表明：支流的分流及淤积与入库流量、含沙量及库区的淤积形态有关.入库流量越大,支流分流比小,支流淤积规模小;入库含沙量越大,支流分沙比越大,支流淤积规模越大. 相似文献
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Re-Look to Conventional Techniques for Trapping Efficiency Estimation of a Reservoir 总被引：4，自引：4，他引：0
All reservoirs are subjected to sediment inflow and deposition up to a certain extent leading to reduction in their capacity. Thus, the important practical problem related to the life of reservoir is the estimation of sedimentation quantity in the reservoirs. Large number of methods and models are available for estimation of reservoir sedimentation process. However, each model differs greatly in terms of their complexity, inputs and other requirements. In the simplest way, the fraction of sediment deposit in the reservoir can be determined through the knowledge of its trap efficiency. Trap efficiency （Te） is the proportion of the incoming sediment that is deposited or trapped in a reservoir. Most of the Te estimation methods define a relationship of the T, of the reservoir to their capacity and annual inflow, generally through curves. In this study, the empirical relationships given by Brune and Brown were used and compared for estimating the trap efficiency of Gobindsagar Reservoir （Bhakra Dam） on Satluj River in Bilaspur district of Himachal Pradesh, in the Himalayan region of India. A new set of regression equations has been developed for Brune＇s method and compared with Brown and other available Brune＇s equations. It has been found that Brune＇s equations developed in the present study estimated better than the other Brune＇s equations reported in literature. Later, in the present study it was found that Brown＇s approach was over estimating the T,. Hence it was again modified for Gobindsagar reservoir. It was also identified that sediments coming to this particular reservoir were mainly of coarse nature. 相似文献
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S. Anders BRANDT Ph.D. Institute of Geography University of Copenhagen ster Voldgade Copenhagen K. Denmark 《国际泥沙研究》2000,(3)
I INTRODUCTIONThe number of dam constructions has increased during the last decades, pafticularly in the tropics andsemi-arid areas where high sediment yields are prominent, and therefore also the problems of reservoirsedimentation. In 1900 there were 42 large dams, i.e. higher than 15 m, while in 1950 and 1986 therewere 5,268 and about 39,000 respectively (ICOLD, 1988). In the period 1975 to 1990, the regions withthe largest increase of large dams were Central and South America, Asia … 相似文献
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Rollin H. HOTCHKISS 《国际泥沙研究》1999,(2)
IINTRODUCTIONReservoirsedimentationisannuallydecreasingconstT[lctedworldwidewaterstoragebyanestimatedonepercent(Mahmood,1987).Lossesinaridregionsaredoubled,reducingtheaverageusefulreservoirlifeto20-30years(Bruk,1996).Atthisrateofstorageloss,hydroelectricityasanenergysourcecanhardlybecalledrenewable(Nordin,1993).Reservoirsaregenerallyfillingwithsedimentmorerapidlythananticipated.Forexample,datafromindiaindicatethataCtllalsedimentdeliveryishigherthanpredictedin24of27reservoirs,rangingfro… 相似文献
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Hubert CHANSON 《国际泥沙研究》1998,(3)
ＥＸＴＲＥＭＥＲＥＳＥＲＶＯＩＲＳＥＤＩＭＥＮＴＡＴＩＯＮＩＮＡＵＳＴＲＡＬＩＡ：ＡＲＥＶＩＥＷＨｕｂｅｒｔＣＨＡＮＳＯＮ１ＡＢＳＴＲＡＣＴＩｎｔｈｅｐａｐｅｒ,ｔｈｅａｕｔｈｏｒｒｅｖｉｅｗｓｔｈｅｐｒｏｂｌｅｍｏｆｒｅｓｅｒｖｏｉｒｓｉｌｔａｔｉ... 相似文献
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The effect of changes in catchment processes and conditions can be studied by using connectivity as a framework for understanding the feedbacks and interactions occurring within the system. The sediment record preserved in reservoirs can be a useful archive of catchment changes, but needs to be considered in conjunction with the different elements that compose and act on the system to take into account its complexity. Changing patterns of connectivity have been studied in the Ingbirchworth Catchment (Yorkshire, UK), using a multiple methodology approach combining the analysis of reservoir‐sediment records with knowledge of recent land‐use history, high resolution rainfall records, catchment characteristics and management aspects. Sedimentation rates inferred from reservoir‐sediment cores from two reservoirs in the Ingbirchworth catchment show sedimentation peaks which coincide with periods of significant changes in the catchment, such as the introduction of arable crops, the establishment of land drainage and the widespread intensification and mechanization of agriculture. Rainfall patterns, including combinations of events such as droughts and increased precipitation, contribute to increased sediment transfer under catchment conditions in which more sediment and/or new pathways are made available due to catchment changes. Sediment fingerprinting supports the notion that changes in sedimentation rates are not just related to increased/reduced erosion and transport in the same areas, but also to the establishment of different pathways increasing sediment connectivity. The results demonstrate that typical calculations of catchment‐area yields are not sufficient as sediment‐contributing areas vary as a consequence of changing conditions. The study provides insights into the complex interactions influencing connectivity, such as the relation between catchment changes and climatic inputs, and the subsequent effect on catchment conditions and transfer networks. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
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Temporal variations of reservoir sediment sources in a small mountainous catchment in Korea 总被引：1，自引：0，他引：1
An understanding of the temporal variation in reservoir sedimentation and identification of the main sources of sediment are necessary for the maintenance of sustainable reservoirs. For this purpose, field measurements, sampling, and fingerprinting of reservoir sediment were undertaken from July 2005 to November 2007. Source fingerprinting of reservoir sediment was conducted using cesium‐137 (137Cs). The relative contributions of gully bank and forest road, and forest floor material to reservoir sediment were calculated using a mixing model. Bank and forest road material, estimated to make up about 96% of the reservoir sediment, was the dominant source. Enormous reservoir sedimentation, which amounted to about 60% of the total reservoir sedimentation during the observation period, occurred during a heavy rainstorm with an 80‐year recurrence time. To maintain the sustainability of the reservoir in this study, therefore, temporal and spatial preparation strategies for heavy rainstorms and bank and forest road erosion should be considered. However, spatial information on sediment sources from 137Cs fingerprinting is limited. To better identify the sediment sources spatially and temporally, further studies applying soil erosion models and more detailed field studies are needed. Copyright © 2013 John Wiley & Sons, Ltd. 相似文献
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ＰＲＥＤＩＣＴＩＮＧＲＥＳＥＲＶＯＩＲＳＥＤＩＭＥＮＴＡＴＩＯＮＷＩＴＨ２ＤＭＯＤＥＬＦＬＯＯＤＳＩＭＷ．ＢＥＣＨＴＥＬＥＲ１ａｎｄＭ．ＮＵＪＩＣ２ＡＢＳＴＲＡＣＴＰｒｅｄｉｃｔｉｏｎｏｆｓｅｄｉｍｅｎｔａｔｉｏｎｉｓｖｅｒｙｉｍｐｏｒｔａｎｔｂｅｆ... 相似文献
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BingnanLIN RenZHANG DingzhongDAI YingTAN 《国际泥沙研究》2005,20(1):30-38
This article addresses sediment research carried out for the Three Gorges Project since 1993, when the construction of the project was formally started. Emphasis of the research has been placed on the solution of relevant problems arising from design and construction of various structures, including sedimentation problems in the Chongqing reach; layout of the upper lock approach channel and ways and means to mitigate its deposition; increasing reservoir capacity by optimizing reservoir operation; compensating depth of flow required by navigation below the Gezhouba Project caused by scouring; mitigation of adverse effects of erosion on the reach from Zhicheng to Jiangkou; and evaluating scour of the Jinjiang reach caused by releasing flows of low concentrations from the TGP. In addition, reduction of the sediment load entering into the reservoir area of the TGP in the recent years as well as that expected of the projected construction of large hydropower stations on the Jinsha River upstream of the TGP reservoir is also noted and discussed. 相似文献