长江三峡工程围堰蓄水期(2003～2006年)水文泥沙观测简要成果(英文版--Summary of Field Data for ……)

作者: 三峡工程泥沙专家组编

出版社: 水利水电出版社

出版时间: 2008-12

版次: 1

ISBN: 9787508460239

定价: 42.00

装帧: 平装

开本: 16开

纸张: 胶版纸

页数: 58页

字数: 161千字

分类: 工程技术

The Three Gorges Project（TGP）is a key backbone project for the flood control，navigation and water resources development of the Yangtze River．The TGP iS located atSandouping，near Yichang City of Hubei Province，in the Xiling Gorge of the Three Gorgesreach on the trunk of the Yangtze River．It is 40 km upstream of the Gezhouba Dam．TheThree Gorges Reservoir is designed to have a normal pool level of 1 75 m above sea levelwith a corresponding aggregated storage capacity of 39．3 billion m3，and a flood control levelof 145 m with a flood control capacity of 22．15 billion m3．It will be of great significance tothe flood control efforts in the middle reaches of the Yangtze River．The total installedcapacity of the TGP will be 1 8．2 GW and the average annual output will be 84．7 billion kW·h．　　Thenavigationconditionswillbeimprovedintheentire600kmlongchannelinthe reservoirarea．
The construction of the TGP began in 1 993，and the first stage cofferdam was closed in1 997 which cut out the Yangtze River and made it flow through a diversion channelexcavated earlier around the dam site．The TGP began its impoundment on June 1，2003，withthe main dam and the cofferdam on the right-bank．On June 10，2003，the water level at thedam was raised from the original 70 m（approx．）to 1 35 m above sea level．In the samemonth；the five-step shiplock began trial operation．In July the same year，the output from thefirst turbine unit was synchronized to the national power grid．From then on，the ThreeGorges Reservoir was operated for power generation and navigation．The upstream part of thethird stage cofferdam was removed in June，2006．Since then，the reservoir water has beenretained by the TGP Dam on its own．On September 20，the pool level began to rise andfinally reached 1 55．68 m above sea level on October 28，with a corresponding aggregatedstorage capacity of 23．3 billion m3．The period between June，2003 and August，2006 isreferred to as the COfierdam impoundment period． Preface

1 Main Results of Sediment Research for the TGP

　1．1 Runoff and Sediment Load Inflows

　1．2 Reservoir Operation Scheme for Long-term Functioning

　1．3 Siltation in Navigation Channels and P0rts in Fluctuating Backwater Zone

　1．4 Ri se of Flood Stage in Chongqing Reach due to Reservoir Sedimentation

　1．5 Sediment Deposition in Dam Area

　1．6 Down stream Channel Degradation and Its Impact on Flood Control and Navigation

2 Reservoir Impoundment and Field Observations

　2．1 Reservoir Impoundment

　2．2 Field Observations

3 Summary of Observed Streamflow and Sediment Data

　3．1 Variations in Upstream Runoffs and Sediment Load

　3．2 Reservoir Sedimentation

　3．3 Variation in Runoffs and Sediment Loads and Channel Degradation below the TGP Dam

4 Impact of Sediment Problems and Countermeasures

　4．1 Impact of Sediment Deposition and Scour on Navigation

　4．2 Impact of Channel Degradation on Flood Control

　4．3 Impact of Deposition in Front of Dam on Power Generation

5 PreIiminary Examination of Previous Research Results

　5．1 Incoming Conditions of Water Flow and Sediment Load

　5．2 Computation for Reservoir Sedimentation

　5．3 Degradation Downstream from the Dam

　5．4 Comparison between Field Data and Results of Physical Models in Dam Area

6 Conclusions

　6．1 Principal Results of Field Observation in Recent Years and Preliminary Analysis

　6．2 Prospect
内容简介:
The Three Gorges Project（TGP）is a key backbone project for the flood control，navigation and water resources development of the Yangtze River．The TGP iS located atSandouping，near Yichang City of Hubei Province，in the Xiling Gorge of the Three Gorgesreach on the trunk of the Yangtze River．It is 40 km upstream of the Gezhouba Dam．TheThree Gorges Reservoir is designed to have a normal pool level of 1 75 m above sea levelwith a corresponding aggregated storage capacity of 39．3 billion m3，and a flood control levelof 145 m with a flood control capacity of 22．15 billion m3．It will be of great significance tothe flood control efforts in the middle reaches of the Yangtze River．The total installedcapacity of the TGP will be 1 8．2 GW and the average annual output will be 84．7 billion kW·h．　　Thenavigationconditionswillbeimprovedintheentire600kmlongchannelinthe reservoirarea．
The construction of the TGP began in 1 993，and the first stage cofferdam was closed in1 997 which cut out the Yangtze River and made it flow through a diversion channelexcavated earlier around the dam site．The TGP began its impoundment on June 1，2003，withthe main dam and the cofferdam on the right-bank．On June 10，2003，the water level at thedam was raised from the original 70 m（approx．）to 1 35 m above sea level．In the samemonth；the five-step shiplock began trial operation．In July the same year，the output from thefirst turbine unit was synchronized to the national power grid．From then on，the ThreeGorges Reservoir was operated for power generation and navigation．The upstream part of thethird stage cofferdam was removed in June，2006．Since then，the reservoir water has beenretained by the TGP Dam on its own．On September 20，the pool level began to rise andfinally reached 1 55．68 m above sea level on October 28，with a corresponding aggregatedstorage capacity of 23．3 billion m3．The period between June，2003 and August，2006 isreferred to as the COfierdam impoundment period．
目录:
Preface

1 Main Results of Sediment Research for the TGP

　1．1 Runoff and Sediment Load Inflows

　1．2 Reservoir Operation Scheme for Long-term Functioning

　1．3 Siltation in Navigation Channels and P0rts in Fluctuating Backwater Zone

　1．4 Ri se of Flood Stage in Chongqing Reach due to Reservoir Sedimentation

　1．5 Sediment Deposition in Dam Area

　1．6 Down stream Channel Degradation and Its Impact on Flood Control and Navigation

2 Reservoir Impoundment and Field Observations

　2．1 Reservoir Impoundment

　2．2 Field Observations

3 Summary of Observed Streamflow and Sediment Data

　3．1 Variations in Upstream Runoffs and Sediment Load

　3．2 Reservoir Sedimentation

　3．3 Variation in Runoffs and Sediment Loads and Channel Degradation below the TGP Dam

4 Impact of Sediment Problems and Countermeasures

　4．1 Impact of Sediment Deposition and Scour on Navigation

　4．2 Impact of Channel Degradation on Flood Control

　4．3 Impact of Deposition in Front of Dam on Power Generation

5 PreIiminary Examination of Previous Research Results

　5．1 Incoming Conditions of Water Flow and Sediment Load

　5．2 Computation for Reservoir Sedimentation

　5．3 Degradation Downstream from the Dam

　5．4 Comparison between Field Data and Results of Physical Models in Dam Area

6 Conclusions

　6．1 Principal Results of Field Observation in Recent Years and Preliminary Analysis

　6．2 Prospect

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长江三峡工程围堰蓄水期(2003～2006年)水文泥沙观测简要成果(英文版--Summary of Field Data for ……)

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