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Flood Analysis in Geum River
& Countermeasure Establishment
the 8th Hydro Asia 2014
Hydraulic and Hydrology
Session 1
21 Climate Change in Korea
1
In 100 years : Temp. 5℃ ↑, precipitation 17% ↑
2 times more than global warming
0.74℃
[Change of Global Mean Temp.]
1.7℃
[Change of Mean Temp. of Korea]
(Source : KMA, Institute)
Climate Change in Korea
Water management under Changes & Challenges
Frequency, Intensity of Flood & Drought increase
- Flood damage (billion Won) : 123.6(’71)→1,990.4(’05)
Evaportranspiration & Water demand etc. increase
Regional rainfall deviation & uncertainty increase
Typhoon intensity & Heavy rain increase
- Typhoon intensity : 984→960hpa, 24hpa↓/36yr
- Heavy rainy days : 20→31days, 11days↑/50yr
1 Climate Change in Korea
22
Climatic & Geographical
Characteristics in Korea
The 70’s : 1,225mm → Recently : 1,465mm, 19.6% ↑
Since the 1970, drought with every 5-7 years
Annual Precipitation : 1,277mm
2 Climatic Characteristics – Precipitation trends
895
1977
1982
1988
1994
2001
2008
1,007 1,001 953 1,061 1,016
1,383
1,409
1,736
1,611
1,669
1,791 1,908
Trough : 817.5㎜(60.7%)Monsoon : 327.0㎜(24.3%) Typhoon : 201.4㎜(14.9%)
Trend
5yr 6yr 6yr 7yr 7yr
1465mm
1225mm
Effective Water management is absolutely required
Trough : 362.5㎜(41.4%) Monsoon : 321.8㎜(36.7%) Typhoon : 191.8㎜(21.9%)
Precipitation During Summer Season (JJAS) : 876.1㎜ (65% of the Total)
2 Climatic Characteristics – Monthly precipitation
1,277 2,629
534 201,364
715 22,741
807 16,427
867 7,794
1,690 4,933
1,220 4,907
627 4,530
2 Climatic Characteristics – Water per capita
Mountainous with
Steep slope
Korea land
Seasonal discharge variation is very severe
(Flood season : much water ⇒ flood, Dry season : small water ⇒drought)
= Raito of Max/Min River discharge
90
260
190
270
130
22
8
34
18
30
3
114
0 50 100 150 200 250 300
Han
Nakdong
Keum
Seomjin
Youngsan
Yangtze
Thames
Seine
Rhein
Nile
Mississippi
Yodo
Coefficient of regime
2
Water per capita
Geographical Characteristics
23
G e u m G a n g R i v e r &
GRRP(River Restoration Project)
3 Geum Gang River & GRRP(River Restoration Project)
3 Geum Gang River & GRRP(River Restoration Project)
Youngju dam
Hwasun
Damyang
Han Riv.
Seomjin Riv.
Nakdan
Youngsan Riv.
Chilgok
Gangjeong
Goryeong
Dalseong
Hapcheon Changnyeong
Changnyeong Haman
Gangcheon
Yeoju
Ipo
Seungchon
Juksan
Dam Weir Flood Retention Res.
Barrage
Expansion
Introduction of GRRP
Andong-Imha
connection
Gumi
Sangju
Bohyeon
dam
Nakdong Riv.
Barrage
Expansion
Project
Dredging : 43 million ㎥
Multi-purpose Weir : 3
Bank Reinforcement : 117 ㎞
Embanking Agr. Res. : 30
Farmland Remodeling : 17
Small Hydro-power : 3
Eco-stream : 199 ㎞
Bike Road : 301 ㎞
Basin Area : 9,912 ㎢, Basin Length : 397 ㎞
Geum Riv.
Baekje
Sejong
Gongju
3 Geum Gang River & GRRP(River Restoration Project)
Riverbed and Water Level Profiles of the Geum River
Estuary barrage Daecheong dam
Sejong
weir
137㎞
Gongju
weirBaekje
weir
24.2MCM
15.5MCM
5.7MCM
length
depth
3 Geum Gang River & GRRP(River Restoration Project)
Status of Weirs in the Geum River
Sejong-weir Gongju-weir Baekje-weir
Weir Length(m) 348 280 311
Capacity(106 m3) 5.7 15.5 24.2
Hydropower plants
Capacity (㎾)
2,310 3,000 2,640
Fishway(ea) 1 2 1
Sejong-weir Gongju-weir Baekje-weir
24 T E A M P R O J E C T
4 TEAM PROJECT
MISSION
□ Find various solutions to flood problems
at target areas
□ and Verify your solution !
4 TEAM PROJECT
Target area
4 TEAM PROJECT
Target area
AREA 1
4 TEAM PROJECT
NO. 21+000
NO. 21+660
Length : L=2,860m (No. 18+550 ~ No. 22+650)
Bank top level: Right(7.75m~9.16m), Left(-)
Flood Level : EL. 6.76m ~ EL. 7.47m (100year return period)
Cultivated Land Altitude: EL. 3.70m ~ EL. 3.75m
FLOW
AREA 1
4 TEAM PROJECT
NO. 21+000
NO. 21+660
Problems : Sudden river narrows, Non-bank area(left side)
- Frequent flooding at cultivated land
- River bed sedimentation at direct downstream by Bottleneck phenomenon
- Oppose the river improvements by local residents
Riverbed
sedimentation
FLOW
Non-Bank
area
AREA 2
4 TEAM PROJECT
Length : L=1,890m (No. 26+740 ~ No. 28+630)
Bank top level: Right(8.55m~9.23m), Left(10.00m~10.36m)
Flood Level : EL. 8.01m ~ EL. 8.35m (100year return period)
BANK
BANK
AREA 2
4 TEAM PROJECT
BANK
BANK
Problems : Sudden river narrows
- Concerned about right-bank erosion by speedy flow velocity
- River bed sedimentation at direct downstream by Bottleneck phenomenon
• DEM at target areas
□ Modeling Analysis using 1-D(HEC-RAS,…) & 2-D(CCHE-2D, MIKE,..) tool
Go! Go! Go! Move! Move! Move!
□ Given data :
• A river bed measurement data (CAD-type)
• Frequency flood discharge at target point
• Other necessary data for analysis..
□ Segregation of duties
Go! Go! Go! Move! Move! Move!
TEAM Target area Remarks
1 Area1
2 Area2
3 Area1
4 Area2
5 Area1
6 Area2
- Elemental analysis => joint execution(3 teams)
- Find solution => each team
- Verify solution => each team
□ 1 target area for 3 teams
Go! Go! Go! Move! Move! Move!
Description of the session1(0711)

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Description of the session1(0711)

  • 1. Flood Analysis in Geum River & Countermeasure Establishment the 8th Hydro Asia 2014 Hydraulic and Hydrology Session 1
  • 2. 21 Climate Change in Korea
  • 3. 1 In 100 years : Temp. 5℃ ↑, precipitation 17% ↑ 2 times more than global warming 0.74℃ [Change of Global Mean Temp.] 1.7℃ [Change of Mean Temp. of Korea] (Source : KMA, Institute) Climate Change in Korea
  • 4. Water management under Changes & Challenges Frequency, Intensity of Flood & Drought increase - Flood damage (billion Won) : 123.6(’71)→1,990.4(’05) Evaportranspiration & Water demand etc. increase Regional rainfall deviation & uncertainty increase Typhoon intensity & Heavy rain increase - Typhoon intensity : 984→960hpa, 24hpa↓/36yr - Heavy rainy days : 20→31days, 11days↑/50yr 1 Climate Change in Korea
  • 6. The 70’s : 1,225mm → Recently : 1,465mm, 19.6% ↑ Since the 1970, drought with every 5-7 years Annual Precipitation : 1,277mm 2 Climatic Characteristics – Precipitation trends 895 1977 1982 1988 1994 2001 2008 1,007 1,001 953 1,061 1,016 1,383 1,409 1,736 1,611 1,669 1,791 1,908 Trough : 817.5㎜(60.7%)Monsoon : 327.0㎜(24.3%) Typhoon : 201.4㎜(14.9%) Trend 5yr 6yr 6yr 7yr 7yr 1465mm 1225mm
  • 7. Effective Water management is absolutely required Trough : 362.5㎜(41.4%) Monsoon : 321.8㎜(36.7%) Typhoon : 191.8㎜(21.9%) Precipitation During Summer Season (JJAS) : 876.1㎜ (65% of the Total) 2 Climatic Characteristics – Monthly precipitation
  • 8. 1,277 2,629 534 201,364 715 22,741 807 16,427 867 7,794 1,690 4,933 1,220 4,907 627 4,530 2 Climatic Characteristics – Water per capita
  • 9. Mountainous with Steep slope Korea land Seasonal discharge variation is very severe (Flood season : much water ⇒ flood, Dry season : small water ⇒drought) = Raito of Max/Min River discharge 90 260 190 270 130 22 8 34 18 30 3 114 0 50 100 150 200 250 300 Han Nakdong Keum Seomjin Youngsan Yangtze Thames Seine Rhein Nile Mississippi Yodo Coefficient of regime 2 Water per capita Geographical Characteristics
  • 10. 23 G e u m G a n g R i v e r & GRRP(River Restoration Project)
  • 11. 3 Geum Gang River & GRRP(River Restoration Project)
  • 12. 3 Geum Gang River & GRRP(River Restoration Project) Youngju dam Hwasun Damyang Han Riv. Seomjin Riv. Nakdan Youngsan Riv. Chilgok Gangjeong Goryeong Dalseong Hapcheon Changnyeong Changnyeong Haman Gangcheon Yeoju Ipo Seungchon Juksan Dam Weir Flood Retention Res. Barrage Expansion Introduction of GRRP Andong-Imha connection Gumi Sangju Bohyeon dam Nakdong Riv. Barrage Expansion Project Dredging : 43 million ㎥ Multi-purpose Weir : 3 Bank Reinforcement : 117 ㎞ Embanking Agr. Res. : 30 Farmland Remodeling : 17 Small Hydro-power : 3 Eco-stream : 199 ㎞ Bike Road : 301 ㎞ Basin Area : 9,912 ㎢, Basin Length : 397 ㎞ Geum Riv. Baekje Sejong Gongju
  • 13. 3 Geum Gang River & GRRP(River Restoration Project) Riverbed and Water Level Profiles of the Geum River Estuary barrage Daecheong dam Sejong weir 137㎞ Gongju weirBaekje weir 24.2MCM 15.5MCM 5.7MCM length depth
  • 14. 3 Geum Gang River & GRRP(River Restoration Project) Status of Weirs in the Geum River Sejong-weir Gongju-weir Baekje-weir Weir Length(m) 348 280 311 Capacity(106 m3) 5.7 15.5 24.2 Hydropower plants Capacity (㎾) 2,310 3,000 2,640 Fishway(ea) 1 2 1 Sejong-weir Gongju-weir Baekje-weir
  • 15. 24 T E A M P R O J E C T
  • 16. 4 TEAM PROJECT MISSION □ Find various solutions to flood problems at target areas □ and Verify your solution !
  • 19. AREA 1 4 TEAM PROJECT NO. 21+000 NO. 21+660 Length : L=2,860m (No. 18+550 ~ No. 22+650) Bank top level: Right(7.75m~9.16m), Left(-) Flood Level : EL. 6.76m ~ EL. 7.47m (100year return period) Cultivated Land Altitude: EL. 3.70m ~ EL. 3.75m FLOW
  • 20. AREA 1 4 TEAM PROJECT NO. 21+000 NO. 21+660 Problems : Sudden river narrows, Non-bank area(left side) - Frequent flooding at cultivated land - River bed sedimentation at direct downstream by Bottleneck phenomenon - Oppose the river improvements by local residents Riverbed sedimentation FLOW Non-Bank area
  • 21. AREA 2 4 TEAM PROJECT Length : L=1,890m (No. 26+740 ~ No. 28+630) Bank top level: Right(8.55m~9.23m), Left(10.00m~10.36m) Flood Level : EL. 8.01m ~ EL. 8.35m (100year return period) BANK BANK
  • 22. AREA 2 4 TEAM PROJECT BANK BANK Problems : Sudden river narrows - Concerned about right-bank erosion by speedy flow velocity - River bed sedimentation at direct downstream by Bottleneck phenomenon
  • 23. • DEM at target areas □ Modeling Analysis using 1-D(HEC-RAS,…) & 2-D(CCHE-2D, MIKE,..) tool Go! Go! Go! Move! Move! Move! □ Given data : • A river bed measurement data (CAD-type) • Frequency flood discharge at target point • Other necessary data for analysis..
  • 24. □ Segregation of duties Go! Go! Go! Move! Move! Move! TEAM Target area Remarks 1 Area1 2 Area2 3 Area1 4 Area2 5 Area1 6 Area2 - Elemental analysis => joint execution(3 teams) - Find solution => each team - Verify solution => each team □ 1 target area for 3 teams
  • 25. Go! Go! Go! Move! Move! Move!