Sedimentation in Yangtze River from Wanzhou to Fuling during 135 m Operational Phase of the Three Gorges Reservoir

doi:10.3969/j.issn.1674-0696.2012.06.32

Journal of Chongqing Jiaotong University(Natural Science) ›› 2012, Vol. 31 ›› Issue (6): 1232-1235.DOI: 10.3969/j.issn.1674-0696.2012.06.32

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Sedimentation in Yangtze River from Wanzhou to Fuling during 135 m Operational Phase of the Three Gorges Reservoir

Hu Jiang¹，Zhang Peng¹，Huang Yuansen²

1. School of River ＆ Ocean Engineering，Chongqing Jiaotong University，Chongqing 400074，China; 2. Chongqing Tongyang Highway Engineering Company，Chongqing 400067，China

Received:2011-12-20 Revised:2012-05-11 Online:2012-12-15 Published:2014-10-31

三峡水库135 m 蓄水阶段长江万州—涪陵河段泥沙淤积特性分析

胡江¹，张鹏¹，黄原森²

1. 重庆交通大学河海学院，重庆400074; 2. 重庆通洋公路工程公司，重庆400067

作者简介:胡江(1977—)，男，四川绵阳人，副教授，博士，主要从事河流泥沙工程的研究工作。E-mail:hujiang77@163.com。
基金资助:
国家科技支撑计划项目( 2011BAB09B01) ; 重庆市自然科学基金项目( cstc2011jjA1167)

Abstract

Abstract: Based on the field data of the Three Gorges Reservoir from 2003 to 2006，the sedimentation deposition in the Yangtze River from Wanzhou to Fuling during 135-139m operational phase is analyzed． It is showed that there are 20 reaches sediment deposited and 3 reaches scoured． The total sedimentation in the Yangtze River between Wanzhou and Fuling is about 1． 56 billion m3 and about 1． 5 billion m3 sands ( 96． 2% of the total sedimentation) ，which is deposited downstream of Fengdu． The places，such as continuous curve bend，broad reach，and so on，are mostly deposited areas． With the operational time of the Three Gorges Reservoir，the gradation composition of sedimentation gradually becomes fine． In future while storage level is rising furthermore，sedimentation in continuous curve bend will increase greatly，which will obstruct navigation

Key words: the Yangtze River, river reach from Wanzhou to Fuling, sedimentation

摘要： 利用三峡水库2003—2006 年间的实测资料分析了135-139 m 蓄水阶段万州—涪陵河段的泥沙淤积特性。结果表明: 该河段内共有20 处泥沙淤积，3 处冲刷，淤积总量约为1． 6 亿m3 ，冲刷总量约为0． 04 亿m3 ，净淤积总量约1． 56 亿m3 ; 丰都以下的河段发生淤积共计17 处，泥沙净淤积量约为1． 50 亿m3 ，约占总淤积量的96． 2% ; 河段内泥沙重点淤积在连续弯曲、宽谷等类型的河段; 随着水库蓄水年限的增加，泥沙淤积物级配组成呈逐年变细的趋势。长期来看，随着水库运行水位的进一步抬高，连续弯曲河段的泥沙淤积将进一步加重，将影响航道通航。

关键词: 长江, 万州—涪陵河段, 泥沙淤积

CLC Number:

TV145.1

Hu Jiang，Zhang Peng，Huang Yuansen. Sedimentation in Yangtze River from Wanzhou to Fuling during 135 m Operational Phase of the Three Gorges Reservoir[J]. Journal of Chongqing Jiaotong University(Natural Science), 2012, 31(6): 1232-1235.

胡江，张鹏，黄原森. 三峡水库135 m 蓄水阶段长江万州—涪陵河段泥沙淤积特性分析[J]. 重庆交通大学学报（自然科学版）, 2012, 31(6): 1232-1235.

References

［1］水利电力部科学技术司．三峡工程泥沙问题研究成果汇编( 160-180 米蓄水位方案) ［G］．北京: 水利电力部科学技术司，1988．
［2］三峡工程泥沙专家组．三峡工程泥沙问题研究“九五成果汇编”［G］．北京: 三峡工程泥沙专家组，2002．
［3］潘庆燊．三峡工程泥沙问题研究［M］．北京: 中国水利水电出版社，1999．
［4］三峡工程泥沙专家组．长江三峡工程泥沙问题研究( 2001—2005) ［M］．北京: 三峡工程泥沙专家组，2008．
［5］邱喜，尹崇清．三峡水库运行后重庆河段泥沙淤积影响研究［J］．重庆交通大学学报: 自然科学版，2008，27 ( 6 ) : 1146-1150．
Qiu Xi，Yin Chongqing． Impact study of sediment deposition onChongqing river reach after running the Three Gorges Reservoir［J］． Journal of Chongqing Jiaotong University: Natural Science，2008，27( 6) : 1146-1150．
［6］韩其为，何明民．论三峡水库泥沙淤积的控制———处理三峡水库泥沙的策略与措施［J］．泥沙研究，1996( 1) : 1-19．
Han Qiwei，He Mingmin． Sedimentation control of the Three GorgesReservoir［J］． Journal of Sedment Research，1996( 1) : 1-19．
［7］陈建，李义天，孙东坡，等．水库调度方式对三峡水库泥沙淤积的影响［J］．武汉大学学报: 工学版，2008，41( 5) : 18-22．
Chen Jian，Li Yitian，Sun Dongpo，et al． Impact of operation regulationon sedimentation of Three Gorges Reservoir［J］． EngineeringJournal of Wuhan University，2008，41( 5) : 18-22．
［8］梁栖蓉，黄煜龄．三峡水库泥沙淤积预估［J］．长江科学院院报，1994，11( 3) : 1-8．
Liang Xirong，Huang Yuling． Estimation of sediment deposition inThree Gorges Reservoir ［J］． Journal of Yangtze River ScientificResearch Institue，1994，11( 3) : 1-8．
［9］陈建，李义天，邓金运，等．水沙条件变化对三峡水库泥沙淤积的影响［J］．水力发电学报，2008， 27( 2) : 97-102．
Chen Jian，Li Yitian，Deng Jinyun，et al． Influence on depositionof the Three Gorges Reservoir caused by the change of water siltconditions ［J］． Journal of Hydroelectric Engineering，2008，27( 2) : 97-102．

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Sedimentation in Yangtze River from Wanzhou to Fuling during 135 m Operational Phase of the Three Gorges Reservoir

三峡水库135 m 蓄水阶段长江万州—涪陵河段泥沙淤积特性分析

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