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Integrated Water and Sediment Integrated Water and Sediment

Management of Yellow River Management of Yellow River

Shang Hongqi

Yellow River Conservancy Commission 18 March 2009

Istanbul, Turkey

Keeping Health Life of Yellow River:

Keeping Health Life of Yellow River:

(2)

Outline:

Outline:

I. Yellow River Characteristic and Strategy of Integrated Water and Sediment Management of Yellow River

II. Implementation of Yellow River Water and Sediment Regulating

III. Main Technical Approaches and Innovation IV. Success and Effectiveness Analysis

I. Yellow River Characteristic and Strategy of Integrated Water and Sediment Management of Yellow River

II. Implementation of Yellow River Water and Sediment Regulating

III. Main Technical Approaches and Innovation IV. Success and Effectiveness Analysis

I. Yellow River Characteristic and Strategy of Integrated Water and Sediment Management of Yellow River

I. Yellow River Characteristic and Strategy of Integrated Water and Sediment Management of Yellow River

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I. Yellow River Characteristic and Strategy of Integrated Water and Sediment Management of Yellow River

¾ Less water with more sediment, disharmony of sediment and water

¾ Annual water inflow: 58 billion m3;

Annual sediment transportation: 1.6 billion t;

Sediment contents: 35kg/m3

Yellow River Characteristics

(4)

年水量(亿立方米) 年输沙量(亿吨)

58

960

1.6

0.53 Yellow

Yangtze

Yangtze

Annual water inflow (billion m3) Yellow

Annual sediment transportation (billion ton)

Annual water inflow of YR is 6% of Yangtze, however,

Annual sediment transportation of YR is 3.7 times of Yangtze,

If the sediment of YR was built in a mound 1 meter high and 1 meter wide, it could circle the equator of the earth 27 times!

(5)

Yellow River in History

YR is known for its large amount of sediment, suspended river, tendency to silt, to break, to move, and frequent flood disaster;

called as During the past 2540 years before 1938, YR

is breached averagely twice every three years and changes its course once every hundred years.

The lower YR bed was silting up 10 cm/a. The embankment of lower YR has been raised up for 4 times since 1950, with a total input of 20 billion RMB.

“the Sorrow of Chinese Nation”

(6)

Yellow River in Nowadays

Carrying capacity of flood and sediment decreased;

Plain runoff reduced from 6000m3/s to1800m3/s;

Main channel silted and shrank severely.

Large-scale overflow with only small flood;

1.8 million inhabitants suffering from the floods.

“Secondary silting” is serious;

High risk of dike breaching.

Flood level with current 7600m3/s is 29 cm higher than 22300m3/s in 1958 (Huayuankou Station)

Situation of Yellow River safety

is getting severe

(7)

61 62 63 64 65 66 67 68 69 70 71

-1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 1000011000 Distance of Jumping-off (m)

Height

The Diagram of Cross-section in Yangxiaozhai of Yellow River lower region

The Diagram of Cross-section in Yangxiaozhai of Yellow River lower region

1958-10-25 1982-10-24 2002-7-22

Yellow River Dike Yellow River Dike

Flood Plain River

Channel

(8)

Key Problems of Yellow River Management

¾ Restrict the tendency of downstream silting and shrinking, resume the plain runoff,avoid ““largelarge--scale overflow with small scale overflow with small flood

flood””, decrease the risk of disaster in the lower Yellow River, decrease the risk of disaster in the lower Yellow River..

¾ To achieve high efficiency of sediment transportation with high efficiency of sediment transportation with limited water resources,

limited water resources, improve the carrying capacity of

sediment and flood, control the trend of “secondary silting”, make sure the safe of Yellow River.

¾ To accomplish sediment flushing in both reservoir and river channel, extend the operating life of reservoir, extend the running extend the operating life of reservoir, extend the running time of lower river course

time of lower river coursemake sure Yellow River keep good make sure Yellow River keep good training and safety in a long term.

training and safety in a long term.

(9)

Water and sediment regulating is one of the main approaches to harmonize the water and sediment of the YR.

Increase

Increase water

Decrease sediment Decrease sediment

Water and sediment regulating

regulating

Trans-boundary water division

Save water

water and soil conservancy Silt tracking by

main projects Check dam Joint regulating

of reservoir groups River channel

ApproachesApproaches

Build a harmony relationship between water and sediment

(10)

Strategy of Integrated Water and Sediment Management of Yellow River

Based on long term theory study、model experiment、practical experience;

Make reasonable scheme for water and sediment regulating;

Use reservoir group in main stream and tributary as regulation method;

Build a relative harmonious relationship between water and sedim

Build a relative harmonious relationship between water and sediment; ent;

Rehabilitate and maintain the carrying capacity of sediment and flood in main channel, expand plain runoff, to reduce silting in both water course and reservoir, to mitigate the harsh situation of flood control in lower Yellow River;

Explore the trend of water and sediment movement in Yellow River Explore the trend of water and sediment movement in Yellow River..

(11)

YR Water and Sediment Regulating

To explore methods to extend the operating time of lower river course, to achieve YR’s long term safety.

To explore the movement rules of YR water and sediment in river course and reservoirs, to build a technological foundation and accumulate experiences for the water and sediment regulating in the whole River.

Control the developing trend of “secondary silting”, make sure the YR is safe every year.

Long Term Objectives

To rehabilitate the carrying capacity of flood and sediment in lower river channel, to increase the plain runoff,

to mitigate the situation of “large overflow when small flood”

To explore the technology index system to harmonize water and sediment in YR, and the operation methods of water and

sediment regulating with reservoir groups.

Short Term Objectives

(12)

Outline:

Outline:

I. Yellow River Characteristic and Strategy of Integrated Water and Sediment Management of Yellow River

II. Implementation of Yellow River Water and Sediment Regulating

III. Main Technical Approaches and Innovation IV. Success and Effectiveness Analysis

I. Yellow River Characteristic and Strategy of Integrated Water and Sediment Management of Yellow River

II. Implementation of Yellow River Water and Sediment Regulating

III. Main Technical Approaches and Innovation IV. Success and Effectiveness Analysis

(13)

II. Implementation of Yellow River Water and Sediment Regulating

1、Since 1960’s to the operation of Xiaolangdi Reservoir in 1999, several generations of people work hard consistently to explore methods to harmonize the relationship between water and

sediment of YR.

2、Since 1990’s to 2001, many researches on various index and approaches of YR water and sediment regulating, finally formed the schemes of YR water and sediment regulating.

1. Preparation

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2. Experiments

2002~2004, three experiments of Yellow River water and sediment regulating were conducted.

The range of experiment includes the reservoirs in the main stream and tributaries of Middle Yellow River like

Xiaolangdi, Sanmenxia, Wanjiazhai, Luhun, Guxian, and also the 2000km river course from Wanjiazhai reservoirs to the River estuary.

To ensure the success of the experiments, dozens of schemes

and experimental process have been made.

(15)

On 4-15 July 2002, the first experiment of YR water and

sediment regulating was conducted mainly using the storing water of Xiaolangdi Reservoir, combined with the inflow above Sanmenxia Reservoir.

(16)

Experiment start

Return to normal discharge Totally 11 days

Discharge: 2740m3/s

Water discharged: 2.61 billion m3

Average Sediment content when release from the reservoir: 12.2 kg/m3

First time YR water and sediment regulating

am 9:00 4 July

am 9:00 15 July

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3. Regular Operations

Up to the present from 2005, five times operations of Yellow River water and sediment regulating have been undertaken.

(18)

More than hundreds thousands people has involved in the experiments and operations of YR water and sediment

regulating, and acquired over 10 millions sets of scientific data about hydrology and sediment.

(19)

Outline:

Outline:

I. Yellow River Characteristic and Strategy of Integrated Water and Sediment Management of Yellow River

II. Implementation of Yellow River Water and Sediment Regulating

III. Main Technical Approaches and Innovation IV. Success and Effectiveness Analysis

I. Yellow River Characteristic and Strategy of Integrated Water and Sediment Management of Yellow River

II. Implementation of Yellow River Water and Sediment Regulating

III. Main Technical Approaches and Innovation IV. Success and Effectiveness Analysis

(20)

III. Main Technical Approaches and Innovation

1.

9 First time to successfully implement large-scale, systematic, well-planned experiments of water and sediment regulating;

9 Acquired lots of scientific data and huge outputs;

9 Makes significant benefits for flood control in the lower YR;

9 A magnificent innovation in the world history of river management.

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2. 9Put forward the index system of water and sediment regulating, including the critical flow of initial sediment trapping in Xiaolangdi

reservoir;

9Through joint regulating of water and

sediment by reservoir groups, realized the artificial density flow, and developed the

approaches on reservoir sediment discharge.

(22)

Index system of water and sediment regulating in lower Yellow River under current condition.

Sediment content in Huayuankou

Runoff in Huayuankou

Runoff in Aishan

Flood Duration

S≤20 Q≥ 2600 Q≥2300 T ≥9 days

S≤30 Q≥ 2700 Q≥2500 T ≥12 days

S≤40 Q≥ 3000 Q≥2700 T ≥8 days

Unit: Sediment content:kg/m3 Runoff:m3/s

Note: Amount of fine sediment with d<0.025mm take account more than 90%

(23)

3. Three application models of Yellow River water and sediment regulating in the initial stage of Xiaolangdi Reservoir operation has been put forward as:

9 Priority on single reservoir regulating of Xiaolangdi Reservoir,

9 Connection of water and sediment in spatial scale,

9 Joint regulating of reservoir groups in the main stream.

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Made scientific scheme of water and sediment regulating based on river monitoring, modeling and digital stimulating;

Achieved effective control on the process of water and sediment through the systematic innovation and integration on hydrology weather forecast, coupling of forecast and regulating, remote monitoring of water regulating, etc.

4.

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激光粒度仪 振动测沙仪

9Developed vibratory suspending sandiness measuring

system, muddy water interface detector; introduced advanced equipments suitable for muddy river measuring, such as laser particle size analyzer, etc.

9Achieved the fast online monitoring of sediment, which ensured the real time water and sediment regulating.

5.

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Main technical methods of water and sediment regulating

Index of balanced water and

sediment relationship

Forecast control of and

sediment content flowing out of reservoir

Artificial sediment disturbing

water and sediment connection

Flowing capacity forecast of lower

main channel

Overall flow process

control

Reservoir silting reduction

hydrology monitoring

and forecasting

Technology of water and sediment regulating

Validated and developed through experiments and practical operations

Good technological foundation for future operation of YR water and sediment regulating

(27)

Outline:

Outline:

I. Yellow River Characteristic and Strategy of Integrated Water and Sediment Management of Yellow River

II. Implementation of Yellow River Water and Sediment Regulating

III. Main Technical Approaches and Innovation IV. Success and Effectiveness Analysis

I. Yellow River Characteristic and Strategy of Integrated Water and Sediment Management of Yellow River

II. Implementation of Yellow River Water and Sediment Regulating

III. Main Technical Approaches and Innovation IV. Success and Effectiveness Analysis

(28)

雷口断面调水调沙试验前后断面对照图

40 42 44 46 48 50 52

1650 1750 1850 1950 2050 2150

起点距(m)

高 程 ( m)

2002年5月实测 2004年10月实测

雷口断面调水调沙试验前后断面对照图

40 42 44 46 48 50 52

1650 1750 1850 1950 2050 2150

起点距(m)

高 程 ( m)

2002年5月实测 2004年10月实测

IV. Success and Effectiveness Analysis

1.

¾Lower YR main channel has accomplished all line flushing;

¾Capacity of flood and sediment transportation is highly improved;

¾Plain runoff increased from 1800m3/s to 3800m3/s, and

¾Form of river channel has been modified.

(29)

2Achievements of YR Water and Sediment Regulating

Water entering the downstream:

29.4 Billion m

3

Sediment flushing to the sea:

0.540 Billion T

Sediment reduced from the lower channel:

0.322Billiont

Average Scouring of the lower channel elevation:

1.70 m

Eight times YR water and sediment regulating (2002-2008):

(30)

Effectiveness Analysis of Eight Times Water and Sediment Regulating in the Middle and Lower Yellow River

Year Mode

Regulated runoff

(m3/s)

Regulated sediment

content

(kg/m3)

Sediment flushing to

the Sea (million

ton)

Flushing from river

course (million

ton)

Note

2002 Priority on single reservoir

regulating of Xiaolangdi 2600 20 66.4 36.2 Experiment

1 2003 Connection of water and sediment

in spatial scale 2400 30 120.7 45.6 Experiment

2 2004 Joint regulating of main stream

reservoir group 2700 40 69.7 66.5 Experiment

3 2005 Joint regulating of Wanjiazhai,

Sanmenxia and Xiaolangdi reservoirs

3000~

3300 40 61.26 64.67 Operation

2006 Joint regulating of, Sanmenxia and Xiaolangdi reservoirs

3500~

3700 40 64.83 60.11 Operation

2007 Pre-flood

season

Joint regulating of Wanjiazhai, Sanmenxia and Xiaolangdi reservoirs

2600~

4000 40 52.40 28.80 Operation

2007 Flood season

Connection of water and sediment

in spatial scale 3600 40 44.93 00.03 Operation

2008 Joint regulating of Wanjiazhai, Sanmenxia and Xiaolangdi reservoirs

2600~

4000 40 59.82 20.07 Operation

Total 540 322

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Notable integrated social benefits

3.

¾Flow passing ability of main channel is improved,the plain runoff is increased;

¾The situation of continuous shrinking of main channel is in primarily controlled;

¾The situation of “secondary silting” is mitigated;

¾Water for YR sediment transportation is regulated;

¾Deepened the common understanding of

“harmony life of human and river”;

¾The ecological environment in the estuary region has improved.

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¾ Pressure of flood control in the lower reach is Pressure of flood control in the lower reach is released on certain degree;

released on certain degree;

¾¾ Social stability of the floodplain is protected;Social stability of the floodplain is protected;

¾¾ Promoted the development of relevant subjects;Promoted the development of relevant subjects;

¾¾ Significant impacts on the social, economy and Significant impacts on the social, economy and ecological development.

ecological development.

Conclusion Remarks:

Through the YR water and sediment regulating:

(33)

Thanks for you attention!

References

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