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谈在河口河道内建坝蓄水淤滩冲槽的设想
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作者 张思彬 李荣生 +2 位作者 高晓云 张明芳 张明明 《水利建设与管理》 2001年第3期61-62,共2页
本文根据黄河河口地区枯水、断流、干旱缺水的实际情况,设想在河口段河道内建一既能防洪又能蓄水淤滩刷槽等多用的冲气、冲水橡胶坝工程,并运用该工程缓解缺水的严重局面。
关键词 黄河 河口河道 蓄水 防洪工程设想 冲水橡胶坝 泄洪
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尾闾河道形态演变特征的模拟试验研究
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作者 白玉川 孙艳杰 +3 位作者 宋晓龙 徐海珏 吴金森 田源 《水科学进展》 EI CAS CSCD 北大核心 2024年第3期508-520,共13页
尾闾河道是河流与海洋交互的关键地带,对其形态演变研究具有生态环境意义。采用物理试验方法对常见的喇叭状和蜿蜒状(河口左偏与右偏)尾闾河道演变过程进行模拟,研究不同水沙条件下河道演变规律,并以河相系数和相对粗糙度为基准对不同... 尾闾河道是河流与海洋交互的关键地带,对其形态演变研究具有生态环境意义。采用物理试验方法对常见的喇叭状和蜿蜒状(河口左偏与右偏)尾闾河道演变过程进行模拟,研究不同水沙条件下河道演变规律,并以河相系数和相对粗糙度为基准对不同河型稳定性进行评估。试验发现:河道平面形态会经历一个“稳定—微变—强变”阶段;河床平均高程和比降随时间的增加而增大,模型河道上游和河口段变化最大,中游段变化最小;加沙时上游河岸侵蚀、河床淤积,加沙停止后下游与河口段河岸侵蚀大于河床侵蚀,河口分汊、摆动。平面形态不稳定区域:蜿蜒状为下游段,最大与最小河相系数相差6.51倍以上;喇叭状为河口段,最大与最小河相系数相差3.32倍以上。断面形态不稳定区域:左偏蜿蜒状为下游段,最大与最小相对粗糙度相差3倍以上;右偏蜿蜒状为上游段,最大与最小相对粗糙度相差2.03倍以上;喇叭状为下游段,最大与最小相对粗糙度相差4.09倍以上。 展开更多
关键词 河流形态 水沙变化 河相关系 物理试验 尾闾河道-河口
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近年来黄河尾闾河道冲淤特性分析 被引量:12
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作者 侯志军 由宝宏 李士国 《泥沙研究》 CSCD 北大核心 2009年第1期48-53,共6页
着重分析了1976年清水沟流路以来黄河河口尾闾河道冲淤变化特点,结果表明:①1976-2005年间,河口河段经历了强烈淤积—强烈冲刷—持续淤积—持续冲刷等冲淤变化过程;其冲淤变化与水沙条件、流路改道、河口的淤积延伸及河床边界等条件有关... 着重分析了1976年清水沟流路以来黄河河口尾闾河道冲淤变化特点,结果表明:①1976-2005年间,河口河段经历了强烈淤积—强烈冲刷—持续淤积—持续冲刷等冲淤变化过程;其冲淤变化与水沙条件、流路改道、河口的淤积延伸及河床边界等条件有关;②利津-7断面河段冲淤变化与利津径流量及来沙系数存在一定关系,与大于2000m3/s的水量关系密切;③7断面以下河段冲淤变化与利津水沙通量,河道边界条件及流路延伸等因素有关。 展开更多
关键词 黄河河口河道 来水来沙 纵比降 断面形态 淤积延伸
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黄河尾闾河道平滩流量变化对来水来沙的响应 被引量:3
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作者 侯志军 李勇 庞隆霞 《水利水电科技进展》 CSCD 北大核心 2011年第2期23-27,共5页
通过分析1976年清水沟流路以来黄河河口尾闾河道冲淤变化及河槽萎缩特点,探讨了利津平滩流量变化对来水来沙及河口延伸的关系。结果表明:河口区平滩流量变化不仅与来水量、洪峰流量、水沙搭配系数、河口河长相关,而且与前期河床条件有... 通过分析1976年清水沟流路以来黄河河口尾闾河道冲淤变化及河槽萎缩特点,探讨了利津平滩流量变化对来水来沙及河口延伸的关系。结果表明:河口区平滩流量变化不仅与来水量、洪峰流量、水沙搭配系数、河口河长相关,而且与前期河床条件有关。给出了维持河口河道4 000 m3/s平滩流量需要的水量、洪峰流量及水沙搭配的定量关系以及河口延伸长度的限制条件,为河口尾闾河道的综合治理提供一定的参考。 展开更多
关键词 黄河河口河道 冲淤变化 平滩流量 来水量 水沙搭配系数 河口河长 响应关系
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长江河口海岸演变长周期波动的初步研究 被引量:4
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作者 徐钢 陈吉余 《华东师范大学学报(自然科学版)》 CAS CSCD 北大核心 1997年第4期64-71,共8页
长周期波动作为一种地貌演变现象在河口海岸地区广泛存在。在长江河口。表现为长江河口水下三角洲及长江河口拦门沙地形的波动变化。而在杭州湾北岸,它又以“侵蚀波”的形式来影响岸滩的冲淤演变。本文试图通过揭示该现象内在的动力机... 长周期波动作为一种地貌演变现象在河口海岸地区广泛存在。在长江河口。表现为长江河口水下三角洲及长江河口拦门沙地形的波动变化。而在杭州湾北岸,它又以“侵蚀波”的形式来影响岸滩的冲淤演变。本文试图通过揭示该现象内在的动力机制来综合分析其在典型河口海岸演变中的表现。同时,通过定量分析,为理论模式提供佐证。 展开更多
关键词 长周期波动 河口河道系统 长江 海岸演变
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黄河河口河床响应河口延伸的调整极限及其机制 被引量:1
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作者 师长兴 《泥沙研究》 CSCD 北大核心 2004年第6期51-56,共6页
在三角洲建造过程中河口不断延伸 ,黄河口河道相应发生调整。分析观测资料发现 ,河床可调整要素宽深比、比降、河床质组成的调整都存在一个极限值 ,并在河口河道行水晚期的淤积中保持基本不变。研究认为河床质调整极限是由来沙组成及河... 在三角洲建造过程中河口不断延伸 ,黄河口河道相应发生调整。分析观测资料发现 ,河床可调整要素宽深比、比降、河床质组成的调整都存在一个极限值 ,并在河口河道行水晚期的淤积中保持基本不变。研究认为河床质调整极限是由来沙组成及河床质细化机制决定的。但是 ,河槽的宽深比不能进一步减小 ,以保持在更小比降下的输沙平衡 ,并非宽深比所对应的河槽形态已是所谓最大输沙形态 ,而是由于大流量过程和小流量过程不能适应对方所塑造的河槽形态 ,相互破坏对方塑造的窄深河槽。所以出现了虽然断面缩窄可加大输沙力 ,而河槽却不向这个方向调整 ,这样一个表面上违背自然规律的现象。解决这对矛盾对河口河道治理有着重要意义。 展开更多
关键词 河口河道 河床调整 宽深比 比降 河床质组成 曲率
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黄河河口挖河固堤工程综合效果分析
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作者 由宝宏 李敬义 孙玉勤 《人民黄河》 CAS 北大核心 2006年第11期68-69,共2页
原型资料分析和数学模型计算表明,3次挖河固堤工程共加固大堤长度24.8km,工程的实施提高了大堤防渗能力、整体稳定性和抗震能力;从1997年汛后至2005年汛前,利津-清6河段由挖河引起的减淤量为442万-527万m^3。同时建议:①坚持不懈... 原型资料分析和数学模型计算表明,3次挖河固堤工程共加固大堤长度24.8km,工程的实施提高了大堤防渗能力、整体稳定性和抗震能力;从1997年汛后至2005年汛前,利津-清6河段由挖河引起的减淤量为442万-527万m^3。同时建议:①坚持不懈地开展挖河固堤工程;②挖河疏浚应首选在河口段实施;③开挖断面应适应小水水流条件。 展开更多
关键词 减淤效果 挖河固堤工程 河口河道 黄河
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MECHANISM AND EFFECT OF CHANNEL EVOLUTION AT ESTUARY OF WEIHE RIVER TO HUANGHE RIVER 被引量:5
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作者 LI Jing-yi SHI Chang-wei +1 位作者 XU Xi-bao FU Zhi-jun 《Chinese Geographical Science》 SCIE CSCD 2006年第2期122-126,共5页
The channel at the estuary of the Weihe River to the Huanghe (Yellow) River has changed markedly since the 1970s. The Huanghe River has swung westwards about 5km and there was retrogressive deposition along the Weihe ... The channel at the estuary of the Weihe River to the Huanghe (Yellow) River has changed markedly since the 1970s. The Huanghe River has swung westwards about 5km and there was retrogressive deposition along the Weihe River. The mechanism and effect of channel evolution at the entrance of the Weihe River to the Huanghe River was analyzed with the survey data, historical statistic data and Landsat TM images of 1987 and 2002. Following conclusions were reached: 1) Physiognomy factors at the entrance, irrigation project and integrated environment evolvement in the Weihe River basin are the main factors for channel evolution at the entrance of the Weihe River to the Huanghe River. 2) The channel evolution not only reduces the ability of controling flood in the lower reaches of the Weihe River due to shrinking of the riverbed, but also increases the flood threat in the lower reaches of the Weihe River because the Huanghe River water inversely flows into the Weihe River. And there is a complexion of small flux, high water level and big disaster, which leads to the expansion of the alkali-saline cropland in the conflux area of the two rivers. 3) The regionalism and local protection must be broken to implement the integrated planning of the watershed and to decline the height of Tongguan to stabilize the physiognomy at the estuary. 展开更多
关键词 ESTUARY riverway evolvement retrogressive deposition FLOOD
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Effect of Water and Sediment Regulation on Lower Yellow River 被引量:2
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作者 徐国宾 司春棣 《Transactions of Tianjin University》 EI CAS 2009年第2期113-120,共8页
According to the results of the water and sediment regulations of the Yellow River in year 2002—2007,the effect of erosion and deposition on the lower reaches,the amount and distribution of erosion and deposition in ... According to the results of the water and sediment regulations of the Yellow River in year 2002—2007,the effect of erosion and deposition on the lower reaches,the amount and distribution of erosion and deposition in the river mouth area,the adjustment of river regime,the effect of river regulation projects and changes of flowing capacity of the channel are analyzed.It is revealed that the water and sediment regulation is efficient to reduce deposition and improve the flowing capacity and the conditions of sediment transport. 展开更多
关键词 Yellow River water and sediment regulation river control sediment transport
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Modelling Impact of Dredging and Dumping in Ebb-Flood Channel Systems 被引量:2
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作者 HIBMA A WANG Z B +1 位作者 STIVE M J F Vriend H J de 《Transactions of Tianjin University》 EI CAS 2008年第4期271-281,共11页
For a channel-shoal system in a funnel-shaped basin the impact of dredging and dumping is investigated using a complex process-based model. First, the residual flow and sediment transport circulations are analysed for... For a channel-shoal system in a funnel-shaped basin the impact of dredging and dumping is investigated using a complex process-based model. First, the residual flow and sediment transport circulations are analysed for the channel-shoal pattern, which has emerged after a longterm model simulation. Results are compared to the Western Scheldt estuary, which forms the inspiration for this study. Subsequently, different dredge and dump scenarios are modelled, according to a conceptual model, in which ebb- and flood-channels and enclosed shoals form morphodynamic units (cells) with their own sediment circulation. Model results show that dumping sediment in a channel further reduces the channel depth and induces erosion in the opposite channel, which enhances tilting of the cross-section of the cell and eventually can lead to the degeneration of a multiple channel system into a single channel. The impact of different dredging and dumping cases agrees with results from a stability analysis. This means that this type of model applied to a realistic geometry can potentially be used for better prediction of the impact of human interventions. 展开更多
关键词 estuaries MORPHOLOGY numerical model channel SHOAL DREDGING DUMPING
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Paleo-fluvial sedimentation on the outer shelf of the East China Sea during the last glacial maximum 被引量:1
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作者 王中波 杨守业 +3 位作者 张志珣 蓝先洪 顾兆峰 张训华 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2013年第4期886-894,共9页
Evidence from lithology, foraminiferal assemblages, and high-resolution X-ray fluorescence scanning data of core SFK-1 indicates tidally influenced paleo-fluvial sedimentation during the last glacial maximum (LGM) on ... Evidence from lithology, foraminiferal assemblages, and high-resolution X-ray fluorescence scanning data of core SFK-1 indicates tidally influenced paleo-fluvial sedimentation during the last glacial maximum (LGM) on the outer shelf of the East China Sea. The paleo-fluvial deposits consist of river channel facies and estuarine incised-valley-filling facies. Different reflections on the seismic profile across core SFK-1 suggest that the river channels shifted and overlapped. River channel deposition formed early in the LGM when sea level fell and the estuary extended to the outer shelf. Channel sediments are yellowish- brown in color and rich in foraminifera and shell fragments owing to the strong tidal influence. Following the LGM, the paleo-river mouth retreated and regressive deposition of estuarine and incised-valley-filling facies with an erosion base occurred. The river channel facies and estuarine incised-valley-filling facies have clearly different sedimentary characteristics and provenances. The depositional environment of the paleo-river system on the wide shelf was reconstructed from the foraminiferal assemblages, CaCO3 content and Ca/Ti ratio. The main results of this study provide further substantial constraints on the recognition of late Quaternary stratigraphy and land-sea interactions on the ECS shelf. 展开更多
关键词 outer shelf East China Sea LGM (last glacial maximum) paleo-river channel fluvial deposition PALEOENVIRONMENT
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Response of the distributary channel of the Huanghe River estuary to water and sediment discharge regulation in 2007
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作者 马妍妍 李广雪 +6 位作者 叶思源 张志恒 赵广明 李景阳 周春艳 丁文洁 杨欣 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2010年第6期1362-1370,共9页
The water and sediment discharge regulation (WSDR) project, which has been performed since 2002 before flood season every year, is of great significance to the river management in China. Until 2007, six experiments ... The water and sediment discharge regulation (WSDR) project, which has been performed since 2002 before flood season every year, is of great significance to the river management in China. Until 2007, six experiments have been fulfilled to evaluate the effect of the project on the natural environment. To fill the gap of investigations, a study on flood and suspended sediment transportation and channel changing along the distributary channel of the Huanghe (Yellow) River was conducted during the WSDR project period in 2007. The lower channel was scoured rapidly and the channel became unobstructed gradually several days after the flood peak water was discharged from the Xiaolangdi Reservoir. Within four days after the flood peak at 3 000 m3/s entered the distributary, the channel in the river mouth area was eroded quickly. Both the mean values of area and depth of the main channel were tripled, and the maximum flood carrying capacity increased to 5 500 m3/s or more. Then, the river channel was silted anew in a very short time after completion of the WSDR. Favored by the WSDR project, the fiver status in April 2008 became better than that of the year before. The adjustment ranges of main channel parameters were about 30%, 10%, and 10% at sections C2, Q4, and Q7, respectively. The process of rapid erosion-deposition was more active 15 km away in the channel from the fiver mouth due to the marine influence. It is reasonable for discharging sediment at concentration peak from Xiaolangdi Reservoir at the end of the flood peak. As a result, the sediment peak reached the river mouth about two days later than that of the water current. In addition, the WSDR project has improved the development of the estuarine wetland. Wetland vegetation planted along the river banks restrained the water flow as a strainer and improved the main channel stability. It is suggested to draw water at mean rate of 150 m3/s from the Huanghe River during flood periods, because at the rate the water in the wetland would be stored and replenished in balance. Moreover, we believe that cropland on the river shoal of the lower Huanghe River should be replaced by wetland. These activities should achieve the Huanghe River management strategy of "To concentrate flow to scour sediment, stabilize the main channel, and regulate water and sediment". 展开更多
关键词 Huanghe (Yellow) River estuary water and sediment regulation river channel adjustment wetland.
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