天堂国产午夜亚洲专区-少妇人妻综合久久蜜臀-国产成人户外露出视频在线-国产91传媒一区二区三区

當(dāng)前位置:主頁 > 科技論文 > 水利工程論文 >

長江中下游阻隔性河段作用機(jī)理初步研究(英文)

發(fā)布時間:2018-03-20 08:16

  本文選題:barrier 切入點(diǎn):river 出處:《Journal of Geographical Sciences》2017年10期  論文類型:期刊論文


【摘要】:Alluvial channel has always adjusted itself to the equilibrium state of sediment transport after it was artificially or naturally disturbed.How to maintain the equilibrium state of sediment transport and keep the river regime stable has always been the concerns of fluvial geomorphologists.The channel in the middle and lower reaches of the Yangtze River is characterized by the staggered distribution of the bifurcated river and the single-thread river.The change of river regime is more violently in the bifurcated river than in the single-thread river.Whether the adjustment of the river regime in the bifurcated river can pass through the single-thread river and propagate to the downstream reaches affects the stabilities of the overall river regime.Studies show that the barrier river reach can block the upstream channel adjustment from propagating to the downstream reaches;therefore,it plays a key role in stabilizing the river regime.This study investigates 34 single-thread river reaches in the middle and lower reaches of the Yangtze River.On the basis of the systematic summarization of the fluvial process of the middle and lower reaches of the Yangtze River,the control factors of barrier river reach are summarized and extracted:the planar morphology of single-thread and meandering;with no flow deflecting node distributed in the upper or middle part of the river reach;the hydraulic geometric coefficient is less than 4;the longitudinal gradient is greater than 12‰,the clay content of the concave bank is greater than 9.5%,and the median diameter of the bed sediment is greater than 0.158 mm.From the Navier-Stokes equation,the calculation formula of the bending radius of flow dynamic axis is deduced,and then the roles of these control factors on restricting the migration of the flow dynamic axis and the formation of the barrier river reach are analyzed.The barrier river reach is considered as such when the ratio of the migration force of the flow dynamic axis to the constraint force of the channel boundary is less than 1 under different flow levels.The mechanism of the barrier river reach is such that even when the upstream river regime adjusts,the channel boundary of this reach can always constrain the migration amplitude of the flow dynamic axis and centralize the planar position of the main stream line under different upstream river regime conditions,providing a relatively stable incoming flow conditions for the downstream reaches,thereby blocking the upstream river regime adjustment from propagating to the downstream reaches.
[Abstract]:Alluvial channel has always adjusted itself to the equilibrium state of sediment transport after it was artificially or naturally disturbed.How to maintain the equilibrium state of sediment transport and keep the river regime stable has always been the concerns of fluvial geomorphologists.The channel in the middle and lower reaches of the Yangtze River is characterized by the staggered distribution of the bifurcated river and the single-thread river.The change of river. Regime is more violently in the bifurcated river than in the single-thread river.Whether the adjustment of the river regime in the bifurcated river river can pass through the single-thread single-thread and propagate to the downstream reaches affects stabilities stabilities of the the the stabilities the the barrier barrier reach can can can reach #en416# adjustment adjustment propagating propagating to the downstream downstream plays plays plays downstream #en550# river regime.This #en581# plays downstream #en557# regime.This. Study investigates 34 single-thread river reaches in the middle and lower reaches of the Yangtze River.On the basis of the systematic summarization of the fluvial process of the middle middle lower reaches of the Yangtze River the control factors of barrier reach reach reach river morphology of single-thread morphology of single-thread morphology of single-thread flow deflecting deflecting deflecting #en4in #en4in upper or middle part of the geometric geometric. Is the clay content of the concave bank is the clay content of the concave bank is greater than 9.5am and the median diameter of the bed sediment is greater than 0.158 mm.From the the calculation formula of bending radius of flow dynamic axis is deducedand then then axis factors on restricting the the migration of flow flow flow. Barrier river reach are analyzed.The barrier river reach is considered as such when the ratio of the migration force of the flow dynamic axis to the constraint force of the channel boundary is less than 1 under different flow levels.The mechanism of the barrier river reach is such that even when the upstream river regime adjusts,the channel boundary of this reach can always constrain the migration amplitude of the flow. Dynamic axis and centralize the planar position of the main stream line under different upstream river regime conditions,providing a relatively stable incoming flow conditions for the downstream reaches,thereby blocking the upstream river regime adjustment from propagating to the downstream reaches.
【作者單位】: State
【基金】:National Natural Science Foundation of China,No.51379155,No.51339001,No.51579185 National Key Research Program of China,No.2016YFC0402306,No.2016YFC04022310,No.2016YFC0402106 Central Public Research Institutes Fundamental Research,No.TKS160103
【分類號】:TV147

【相似文獻(xiàn)】

相關(guān)期刊論文 前10條

1 ;Methodology for estimation of river discharge and application of the Zhujiang River Estuary (ZRE)[J];Acta Oceanologica Sinica;2004年03期

2 ;Rapid shifts of the river plume pathway off the Huanghe (Yellow) River mouth in response to water-sediment regulation scheme in 2005[J];Chinese Science Bulletin;2005年24期

3 ;The quantization of river network morphology based on the Tokunaga network[J];Science in China(Series D:Earth Sciences);2009年11期

4 Vitaly Salnikov;Galina Turulina;Svetlana Polyakova;Marat Moldahmetov;Lyazzat Mahmudova;;Climatic variations of general atmospheric circulation,precipitation and river flow of the territory of Kazakhstan[J];Sciences in Cold and Arid Regions;2013年01期

5 Hsuan-pei AN;Su-chin CHEN;Hsun-chuan CHAN;Yi HSU;;Dimension and frequency of bar formation in a braided river[J];International Journal of Sediment Research;2013年03期

6 ;Straight river: its formation and speciality[J];Journal of Geographical Sciences;2002年01期

7 ;CHARACTERISTICS OF FLUVIAL PROCESSES AND STABILITY OF THE BRAIDED RIVER SECTIONS WITHIN THE MIDDLE AND LOWER REACHES OF THE YANGTZE RIVER[J];International Journal of Sediment Research;1988年00期

8 ;FLUVIAL PROCESSES IN THE LOWER YELLOW RIVER AFTER LEVEE BREACHING AT TONGWAXIANG IN 1855[J];International Journal of Sediment Research;1990年02期

9 ;PROGNOSIS OF AGGRADATION IN THE LOWER YELLOW RIVER BY HISTORIC ANALYSIS OF THE MORPHOLOGY OF ITS ABANDONED ANCIENT CHANNEL[J];International Journal of Sediment Research;1990年02期

10 Xiao-ling WU;Xiao-hua XIANG;Li LI;Chuan-hai WANG;;Water level updating model for flow calculation of river networks[J];Water Science and Engineering;2014年01期

相關(guān)會議論文 前4條

1 ;Estimating Minimum Ecological Water Required of the Western Route First Stage Project of China’s South-to-North Water Transfer Scheme for Water Exporting Rivers[A];節(jié)能環(huán)保 和諧發(fā)展——2007中國科協(xié)年會論文集(二)[C];2007年

2 ;Finite dispersal of a divergent nepheloid plume by internal hydraulic jump in a tropical mountainous river estuary[A];第九屆全國河口海岸學(xué)術(shù)研討會論文(摘要)集[C];2006年

3 Timothy Rosen;許學(xué)工;胥毅軍;;Comparison of changes in deltaic development of the Mississippi and Yellow Rivers[A];黃河流域資源環(huán)境與生態(tài)文明建設(shè)學(xué)術(shù)研討會交流材料[C];2011年

4 Thomas Dunne;Jose A.Constantine;Michael B.Singer;;美國大型低地河流和洪泛區(qū)重建中的泥沙管理(英文)[A];Collection of 2009 International Forum on Water Resources and Sustainable Development[C];2009年

,

本文編號:1638239

資料下載
論文發(fā)表

本文鏈接:http://sikaile.net/kejilunwen/shuiwenshuili/1638239.html


Copyright(c)文論論文網(wǎng)All Rights Reserved | 網(wǎng)站地圖 |

版權(quán)申明:資料由用戶f55a4***提供,本站僅收錄摘要或目錄,作者需要刪除請E-mail郵箱bigeng88@qq.com
国内午夜精品视频在线观看| 观看日韩精品在线视频| 国产午夜精品久久福利| 精品国产丝袜一区二区| 欧美黑人在线精品极品| 国产成人精品在线播放| 91超频在线视频中文字幕 | 中文字幕精品少妇人妻| 亚洲中文字幕高清视频在线观看| 精品欧美国产一二三区| 精品人妻一区二区三区四区久久| 成人精品网一区二区三区| 大香蕉再在线大香蕉再在线| 视频在线观看色一区二区| 欧美欧美欧美欧美一区| 精品欧美日韩一区二区三区| 在线精品首页中文字幕亚洲| 91欧美一区二区三区成人| 欧美视频在线观看一区| 国产精品欧美一区二区三区不卡| 五月婷婷缴情七月丁香| 国产成人免费高潮激情电| 亚洲视频在线观看免费中文字幕 | 国产内射一级一片内射高清视频| 亚洲国产成人精品福利| 国产一区二区三区免费福利| 91精品国产品国语在线不卡| 粉嫩一区二区三区粉嫩视频| 亚洲日本久久国产精品久久| 国产日韩精品激情在线观看| 亚洲中文字幕视频在线观看| 午夜精品在线观看视频午夜| 国产熟女一区二区不卡| 国产欧美另类激情久久久| 91偷拍视频久久精品| 人妻内射在线二区一区| 精品国产亚洲av久一区二区三区| 日韩精品人妻少妇一区二区| 国产不卡视频一区在线| 国产精品超碰在线观看| 国产成人精品99在线观看|