共查询到20条相似文献，搜索用时 546 毫秒
1.
洞庭湖的冲淤变化和空间分布 总被引：25，自引：4，他引：25
在实测的1974，1988，1998年1：2.5万地形图的基础上，利用地理信息系统的数据处理和空间分析方法，分析洞庭湖24年来的冲淤规律，得到了2个时期（1974-1988，1988-1998）洞庭湖冲淤量和冲淤区域的空间分布位置，研究表明，洞庭湖近24个来总的趋势冲淤厚度没有明显的变化，为0.017m/a。以两期冲淤变化的趋势预测了2010年三峡工程全部完工时洞庭湖的冲淤变化状况，结果表明，1998-2010年间洞庭湖将平均淤高0.33m。最后以3年数字地形模型为基础，分析了洞庭湖24年来的不同水位下湖盆容积的变化。 相似文献
2.
黄河内蒙古河段非汛期和汛期冲淤量计算方法 总被引：1，自引：0，他引：1
基于多沙河流“多来多排”的经验输沙公式,建立了考虑上站来沙量、前期河床累计淤积量、临界输沙水量及干支流泥沙粒径影响的非汛期和汛期输沙量一般表达式。在此基础上,根据黄河内蒙古河段1952-2010年实测的水沙资料,将其应用于黄河内蒙古河段巴彦高勒—三湖河口河段、三湖河口—头道拐河段以及巴彦高勒—头道拐全河段非汛期和汛期输沙量的计算,并应用输沙率法计算了各河段1952-2010年的非汛期和汛期冲淤量及其相应的累计冲淤量。通过输沙量、冲淤量和累计冲淤量计算值与实测值的对比表明,各河段非汛期和汛期输沙量、冲淤量及相应的累计淤积量计算值与实测值的吻合较好,其中非汛期和汛期输沙量计算值和实测值之间的相关系数R2分别约为0.93和0.97;非汛期和汛期冲淤量计算值与实测值之间的相关系数R2分别约为0.80和0.90;非汛期和汛期累计冲淤量之间的相关系数R2分别约为0.94和0.99。结果表明,就吻合程度而言,累计冲淤量优于年冲淤量,汛期优于非汛期。本文建立的冲淤量方法能够很好模拟该河段长历时的非汛期和汛期冲淤过程,可为黄河内蒙古河段输沙量及长期淤积发展趋势的分析提供科学依据。 相似文献
3.
为分析不同因素对泥石流灾害危险性的影响程度,基于对舟曲南屿沟泥石流灾害影响因素调查结果总结和分析,利用灰色理论分析了泥石流灾害危险性与影响因素间关联程度,并建立了其预判模型。结果表明：沟岸坡度、沟道堵塞程度及冲淤变幅,沟道平均纵坡降和长度,沟道内植被覆盖率、流域面积及人口密度,松散固体物源量和灾害点密度等因素的影响程度较接近;相同区域内不同沟道泥石流灾害危险性程度受沟岸坡度、沟道堵塞程度、冲淤变幅、沟道平均纵坡降及长度等因素影响显著;基于自然和人为因素建立了泥石流灾害易发程度预估模型,其能够为区域内泥流灾害防治工作部署提供依据。 相似文献
4.
黄河小北干流汛期和非汛期冲淤过程模拟 总被引：1，自引：1，他引：0
滞后性是河流系统自动调整的重要特征之一。根据河道演变的滞后响应机制,在考虑上游来水来沙和下游侵蚀基准面（潼关高程）共同影响的基础上,建立了能够模拟河道汛期和非汛期冲淤过程的滞后响应模型,并采用黄河小北干流1960-2015年的冲淤资料进行参数率定（1960-2001年）和模型验证（2002-2015年）。结果表明该模型能较好地模拟小北干流汛期和非汛期的冲淤过程。汛期和非汛期累计冲淤量的模拟效果优于单个冲淤量;累计冲淤量和单个冲淤量的模拟效果汛期要优于非汛期。三门峡水库修建后,1960-2015年间小北干流汛期和非汛期的冲淤过程表现出时段差异。根据建立的滞后响应模型,本文分析了来水来沙和潼关高程对小北干流汛期和非汛期各个特征时段冲淤的贡献率,汛期和非汛期的第一时段（1960-1970年,1960-1968年）主要受到潼关高程的影响,但是后续时段主要受到来水来沙的影响。 相似文献
5.
长江干流河道对流域输沙的调节作用 总被引：1，自引：0，他引：1
利用长江干流和主要支流上测站1956~2004年的输沙量资料,对干流未测区域的来沙进行了估计。根据泥沙平衡 (Sediment budget) 概念,对长江干流河道的冲淤对来水来沙的响应以及对入海泥沙的影响进行研究发现,长江干流屏山至大通河道平均淤积速率为88.58×106 t/a,河道淤积占总的来沙量及大通站输沙量比例分别为14%与21%。由于河道淤积,大通站输沙量减少了17.5%。总体来说上游淤积较轻,宜昌至汉口区间淤积严重,汉口至大通区间为微冲。长江干流的河道冲淤与流域总的来沙具有显著的相关关系,但各段河道的冲淤对流域来沙的响应各不一样。上游的冲淤与流域的径流量和来沙量均没有很好的相关性,宜昌-汉口段河道冲淤的变化与宜昌站的来沙具有显著的相关性;影响汉口-大通间河道的冲淤变化的主要因素是流域的来水量,河道的冲淤与大通站径流量的存在显著的负相关关系。三峡水库蓄水后整个长江干流的冲淤形势发生了根本的变化。三峡水库的蓄水运用有效地减轻了洞庭湖的泥沙淤积,同时也降低了洞庭湖的对长江干流泥沙的调节作用;长江上游干流河道淤积增强,中下游河道出现冲刷,但不同的河段表现不一;中下游河道冲刷量小于预测值,三峡水库的蓄水运用直接导致了长江入海泥沙的减少。 相似文献
6.
随着黄河上游控制性水利枢纽相继投入运用,黄河内蒙古段河道冲淤演变格局得到重塑。利用水文站实测数据,系统分析了海勃湾水利枢纽建设运行前后坝后河道水沙变化特征。基于河道断面高程数据,从滩槽冲淤（横向）及沿程冲淤（纵向）两方面定性分析坝后河道形态变迁,采用断面地形法定量计算坝后河道冲淤变化量。结果表明：海勃湾水利枢纽蓄水运用后,坝后河道的水沙搭配条件显著改善,来沙系数、单位径流量的输沙量降幅较大,对坝后河道减淤冲刷作用明显。坝后河道横纵断面变迁以冲刷为主,冲淤演变过程经历了淤积（2004—2012年）、冲淤过渡（2012—2014年）、冲刷（2014—2020年）3个阶段。 相似文献
7.
利用历史资料和不同年份海涂地形图,揭示近１０年来上海滨岸潮滩不同岩段的总淤变化,重点分析南汇东滩和杭州湾北岸的冲淤变化特征。研究表明,整个南汇东滩近１０年来均呈淤涨态势,而杭州湾北岸冲淤变化则比较复杂,岸段冲刷和淤积交替出现,不同岸段潮滩冲淤变化,揭示出滨岸潮滩发育不仅受自然因素控制,也受人类活动的深刻影响。 相似文献
8.
通过实测年系列水沙资料分析,运用统计分析方法,按照非萎缩期(1950~1985年)和萎缩期(1986~1999年)两个时期,分别得到黄河下游河道的冲淤临界值。对于年沙量、>0.05mm年粗沙量、年均含沙量、年均粗泥沙含沙量、年均来沙系数而言,冲淤临界值均有不同程度减小。这意味着河道萎缩后,由于输沙功能减弱,在年沙量、>0.05mm年粗沙量、年均含沙量、年均粗沙含量、年均来沙系数处于比非萎缩期更低的水平时,下游河道就有可能出现淤积,从而使得控制河道淤积抬高变得更为困难,使河道防洪面临新的问题。 相似文献
9.
黄河内蒙古河段冲淤演变及其影响因素 总被引：6，自引：1，他引：5
冲淤平衡的河流具有调整河床变形使之趋向不变形的特性,这种特性必然反映在河床横断面冲淤演变的趋势之中。据此,采用横断面冲淤指标跟踪计算法生成黄河上游巴彦高勒、三湖河口站1976-2006 年的横断面冲淤演变时间序列,对该长期序列的趋势变化和突变特点进行分析后发现：内蒙古河床演变明显存在3 个阶段,即演变相对稳定阶段、河床快速萎缩变形阶段和新的相对稳定阶段,以及孔兑来沙大的年份是横断面冲淤面积趋势改变的时间。大型水库修建后,孔兑来沙对河道横断面冲淤趋势变化的影响更加显著,表明近年来大洪水缺失和孔兑来沙的共同作用是导致河床萎缩的重要根源。90 年代中后期横断面冲淤演变再次发生突变之后,内蒙河段进入到一个新的相对稳定期,河床边界条件已经和来水来沙条件相适应,因此在新的稳定条件下,如何治理内蒙河道的淤积萎缩值得探讨。 相似文献
10.
杭州湾北岸的侵蚀／淤积波及其形成机制 总被引：8，自引：0，他引：8
杭州湾北岸岸滩冲淤变化频繁,侵蚀作用和淤积作用在时间和空间上交互更迭,形成了侵蚀波和淤积波。本文通过不同年代地形图的对比,结合自然条件的分析,探讨杭州湾北岸岸滩冲淤变化的特征和趋势,揭示该岸段慢／淤积波的形成机制,为杭湾北岩的开发利用和海岸防护提供科学依据。 相似文献
11.
近期长江北支口门圆陀角附近潮滩地貌动态变化 总被引：2，自引：0，他引：2
圆陀角位于长江北支岸线与江苏海岸线的交会处,独特的互花米草潮滩、淤泥质光滩环境和复杂的河海沉积动力,决定了潮滩地貌对海洋环境变化的响应具有敏感性。由于大规模的围垦,圆陀角附近过去40年来海岸线向东推进了6km。根据2006年以来多次的野外调查和室内粒度与钻孔岩芯的137Cs分析, 2006年以来圆陀角附近潮滩淤积明显加强,由137Cs时标估算的互花米草滩多年平均沉积速率为2.3cm/a, 2006~2008年观测到的互花米草滩淤积速率>4cm/a,粉砂淤泥质光滩的淤积速率更高;圆陀角风景区内互花米草滩前缘陡坎在风暴潮影响下侵蚀后退,并因粉砂淤泥质光滩的快速淤长而消亡,圆陀角附近潮滩地貌动态是对人类围垦活动、风暴潮与潮汐海洋动力的综合响应,互花米草与光滩快速淤积是近期圆陀角附近潮滩地貌演化的主要特点。 相似文献
12.
黄河宁蒙河段悬沙冲淤量时空变化及其影响因素 总被引：5，自引：0，他引：5
通过对黄河宁蒙河段6个水文站1952~2003年间的实测悬移质泥沙资料,运用输沙平衡方法,对划分的5个时段和5个区段的悬沙冲淤量进行了计算分析,探讨宁蒙河段悬沙冲淤量的时空变化规律。黄河上游无大型水库的1952~1959年间和水库建成坝下河道充分调整后的1994~2003年间,宁蒙河段强烈淤积,年均悬沙淤积量分别为0.9588亿t/a和0.9503亿t/a;而期间的三个时段,年均悬沙分别为净侵蚀0.6127亿t/a、微淤0.0161亿t/a和较强淤积0.7475亿t/a。年均悬沙淤积量在宁蒙河段为0.345亿t/a;在宁夏河段为0.076亿t/a,其中下沿河~青铜峡区段微淤,青铜峡~石嘴山区段冲淤平衡;在内蒙古河段总和为0.269亿t/a,石嘴山~巴彦高乐、巴彦高乐~三湖河口、三湖河口~头道拐三个区段分别为0.0084亿t/a、0.113亿t/a和0.147亿t/a,沿程增大。悬沙淤积量的时间变化主要受到区间支流来沙量变化和水库建设的双重影响,而空间变化主要受到青铜峡水库拦沙以及刘家峡、龙羊峡水库消减洪峰的影响。黄河宁蒙河段处于构造沉降区,淤积是总趋势,人类活动可以引起个别时段、区段发生侵蚀,但无法改变其沉积的总趋势。 相似文献
13.
Slavomír Nehyba Daniel Nývlt Uwe Schkade Gerald Kirchner Eva Franců 《Journal of Paleolimnology》2011,45(1):41-55
Facies analysis, magnetic susceptibility, and analysis of grain size, TOC content and isotopes (137Cs, 210Pb, 226Ra, 228Ra, and 238U concentrations) were used to determine the history of the modern deposits of the Brno reservoir. The sedimentary succession
can be subdivided into two main units. The lower unit is formed predominantly by medium- to coarse-grained silty sands and
is interpreted as a fluvial succession deposited before the Svratka River was dammed. The upper unit consists of brownish
planar laminated silts and rarely of clayey or sandy silts and is interpreted as a product of the reservoir deposition. The
concentrations of 238U reflect the history of uranium mining in the upper part of the Svratka River catchment. As a consequence, 210Pb radionuclide concentrations cannot be used for establishing a sediment chronology. Concentrations of 137Cs show two marked peaks, the upper of which is attributed to the Chernobyl reactor accident in 1986, and the lower one is
attributed to the maximum rate of atomic weapons testing in 1963. From these peaks, mean depositional rates of 3.2 cm year−1 for the time period of 1986–2007 and of 3.4 cm year−1 between 1963 and 1986 are calculated. Based on the known age of the reservoir, which was constructed in 1939, we can also
calculate mean depositional rate for the time period of 1939–1963, which is 3.1 cm year−1. 相似文献
14.
基于前期工作,采取粒度端元分析方法,结合沉积物粒度参数、研究区水深以及水动力等对福建省泉州湾海域采集的65个表层沉积物样品进行了沉积动力学解析判别,量化研究区表层沉积物复杂的沉积动力特征。结果表明：样品粒度数据中可以至少分离出4个不同的端元组分,其粒径范围大致分布在0.2~200、20~30、50~500、80~1 000 μm,可能分别代表了水动力较弱的滞流沉积作用环境、台风作用下的改造作用、潮汐作用下的较强的水动力以及人类活动作用下的扰动作用。由于沉积动力的持续进行及分选沉积作用,可能掩盖了粒度的物源效应,所以只呈现出不同的沉积动力学特点。 相似文献
15.
近20年辽河三角洲地貌演化 总被引：7，自引：1，他引：6
运用钻探和浅地层探测等最新调查成果,对近20年的辽河三角洲潮流沉积进行了研究.根据不同时期水深地形和卫星影像资料对比分析了现代辽河三角洲潮流地貌变化.现代辽河三角洲的沉积主体位于双台子河口.研究区10 m深度内的地层主要包括:潮滩相、潮道相和浅海相沉积,其下为古三角洲相.潮滩相沉积物以砂和粉砂为主,分选中等,跳跃和悬浮组分各占50%左右:浅海相和潮道相沉积物主要为软弱的粘土质粉砂和粉砂质粘土,以悬浮组分为主.全新世以来至1896年,研究区为古辽河、古大凌河和绕阳河之间的小海湾.1896年,双台子河被人工开挖为分洪河道以来,口门外形成盖州滩等潮滩,并快速发育.1958年,双台子河建闸后,人海径流量和输沙量减小.目前.双台子河口整体处于淤积状态,潮滩面积不断增加,整体向南、西、北3个方向扩展.潮滩最大淤进速率为87～683 m/a,平均淤积速率为0.189 m/a.潮滩东侧局部发生侵蚀,平均侵蚀速率为0.122 m/a.潮道面积缩小,具有向西、向北迁移的趋势,最大迁移速率为48～200m/a.双台子河口地貌发育受径流、海洋动力和人类活动的影响,沉积物的主要来源由双台子河河流输沙演变为潮流和沿岸流输沙. 相似文献
16.
David J. Milan 《Geomorphology》2012,138(1):319-328
Quantitative assessments of the impacts of extreme floods on channel morphology are rare. Real Time Kinematic (RTK) GPS surveys of a 500-m reach of the Thinhope Burn, an upland gravel-bed stream in the UK, taken in 2003 and 2004 permitted an assessment of geomorphic work whilst the channel was at steady-state. A large flood that occurred on 17 July 2007 resulted in a catastrophic impact to the Thinhope Burn valley floor. The reach was re-surveyed after the event in 2007, and again in 2008 and in 2011. Digital elevation models were produced from the survey data, which allowed the spatial patterns of erosion and deposition and volumetric changes between surveys to be established. A total of 5202 m3 of deposition and 2125 m3 of erosion was recorded in the reach following the flood event. Field walking of the catchment and comparison of aerial photographs for 2003 and 2007 suggested that most of the material mobilised had originated from existing sediment held in terraces and paleoberms on the valley floor. Although slope failures were evident, including peat slides in the headwaters, delivery of sediment from coupling zones to the channel was thought to play a secondary role in the geomorphic response shown by the channel. Similarly, large volumes of erosion and deposition were found after resurveys in 2008 and 2011, suggesting that the system was still in its relaxation phase. The results obtained in this investigation coupled with historical information on the flood history of Thinhope Burn dating back to 1766 suggested that rare large floods are the geomorphically effective flows in the catchment. 相似文献
17.
Reservoir sediments are rarely used as environmental archives because of the potential for sediment disturbance by fluctuating
water levels. However, rapid rates of sedimentation, proximity to urban centres and often the existence of management records,
may make them potentially important resources for reconstructing recent, anthropogenically-derived environmental change. This
project assesses the potential of reservoir sedimentary records for reconstructing past atmospheric and drainage basin fluxes
of heavy metals (manganese, iron, nickel, copper, zinc and lead) in the southern Pennines, UK. Five reservoirs were selected
on the basis of management history and drainage basin characteristics. Multi-parameter analysis showed sediments to be replicable
across the ȁ8accumulating zone’ with reasonably consistent rates of sedimentation. Water level fluctuations were not found
to detrimentally affect sediment records in the deepwater area of the reservoirs. In fact, spheroidal carbonaceous particle
(SCP) profiles show trends in inputs that closely reflect major changes in industrialisation, indicating the reservoir sediments
to be excellent records of particulate inputs. Only lead (Pb) and zinc (Zn) were significantly enriched in the reservoir sediment
in comparison to background levels. Manganese (Mn), iron (Fe) and to a limited degree, copper (Cu), appeared to be affected
by post-deposition mobility. Preliminary calculations of Pb fluxes indicate that over 80% of the current Pb input to the reservoirs
is from Pb deposited onto drainage basin soils in the past, rather than from direct atmospheric deposition or natural background
inputs. In Howden reservoir, for example, the total Pb flux to deepwater sediment cores in 2000 was 119 mg m−2 a−1. Of this, an estimated 99 mg m−2 a−1 was from anthropogenically-derived Pb, initially deposited onto drainage basin soils and subsequently entering the reservoir
via erosion and leaching processes. There is, therefore, no indication that the flux of Pb to the aquatic system is declining
in response to reductions in Pb deposition. The ecotoxicological effects of the high and continuing Pb flux to these reservoirs,
despite recent decreases in atmospheric deposition, is an area requiring further investigation. 相似文献
18.
19.
This paper mainly analyzes the geomorphological changes of the tidal deposition in the Liaohe Estuary based on the multi-year bathymetric charts in 1990, 1996, 2002 and 2005 and Landsat TM images in 1987, 1994, 2002 and 2005. Evolution of the tidal depositional system during the past 20 years in the Liaohe River was studied on the basis of 50 boreholes drilling and 30 km shallow stratigraphic exploration from 2002 to 2005. The main tidal depositional body of the modern Liaohe River delta is located in the Shuangtaizihe Estuary. The stratum within the depth of 10 m includes tidal bank facies, tidal channel facies and neritic facies with paleo-delta facies underlying them. The sediments of tidal bank facies are mainly composed of sand and silt with siltation load and suspended load of about 50% respectively in proportion. The sediment of tidal channel facies and neritic facies is composed of clayey silt and silty clay which belongs to suspended load. The study area was a small bay between the old Daliaohe River, the old Dalinghe River and the Raoyanghe River complex delta since the Holocene to 1896. Many tidal banks formed and expanded rapidly after the Shuangtaizihe River was excavated by labor in 1896. The runoff and sediment discharge have decreased since the construction of brake at the Shuangtaizihe River in 1958.The Shuangtaizihe Estuary is in the state of deposition as a whole whose tidal bank is increasing and expanding southward, westward and northward. The maximum expansion speed is 87 to 683 m/a and the mean depositional rate is 0.189 m/a. Erosion occurred in some part of tidal bank with average erosional rate of 0.122 m/a. The tidal channel was filled up with sediment at a migration speed of 48–200 m/a. Geomorphologic changes have happened under the combined influences of runoff, ocean dynamics and human activities. The main source of sediment changes from river sediment to sediment driven by tidal current and longshore current. 相似文献
20.
SAND SLUGS FORMED BY LARGE‐SCALE CHANNEL EROSION DURING EXTREME FLOODS ON THE EAST ALLIGATOR RIVER,NORTHERN AUSTRALIA 
下载免费PDF全文
下载免费PDF全文 MIKE J. SAYNOR WAYNE D. ERSKINE 《Geografiska Annaler: Series A, Physical Geography》2016,98(2):169-181
In February/March 2007 extreme rainfall occurred over a four‐day period in the 7000 km2 East Alligator River catchment in Arnhem Land, northern Australia. The resultant large flood caused extensive bank erosion, channel widening, stripping of point bars and floodplain, resulting in large amounts of sand transport. This sand was largely deposited in the downstream river channel as a sand slug, and as deep overbank sand splays where the valley abruptly widened immediately downstream of an island anabranching, bedrock‐confined reach. Interpretation of a time series of aerial photographs and satellite images from 1950 to 2012 showed that there have been considerable channel changes along the study reach. The aerial photographs show that extensive sedimentation in the same reach as in 2007 also occurred in 1975, 1981 and 1984. Each time, the sand slug was reworked rapidly over succeeding years by subsequent smaller floods, and the channel deepened naturally as sand supply declined due to revegetation of the upstream riparian zone and the reformation and stabilisation of point and lateral bars. Sand slug formation at an intermediate floodout is an episodic process dependent on the supply of large volumes of sand by extensive channel erosion during extreme floods. A conceptual geomorphic model was developed to highlight the differential effectiveness of extreme versus moderate floods. 相似文献