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IMPACTS OF LANDUSE CHANGE ON SEDIMENT
TRANSPORT IN THE YALI RESERVOIR CATCHMENT
Tarek Ketelsen, Luke Taylor, Mai Ky Vinh, Truong Hong
CHALLENGE PROGRAM ON WATER & FOOD IN THE MEKONG:
Optimizing the management of hydropower cascades at the catchment level (MK3)
Land management options for
reservoir benefits
1. Soil conservation
2. Enhancing reservoir life
UPSTREAM

RESERVOIR
Watershed
communities/
water user
sectors

DOWNSTREAM

Water use options of reservoir for catchment
benefits
1. Irrigation potential
2. Flood control
3. Fish passage requirements
4. E-flow

2
Yali
Reservoir, Viet
nam
Trung Nghia (TN)
sub -catchment

Kon Tum (KT)
sub -catchment

• What is the sediment
inflow to Yali?
• How do historic
sediment loads vary
with changes in
flow/rainfall and land
use?
• What are the
implications for
reservoir life?

3
Catchment suspended
sediment yield (SSY)
Proportion of catchment erosion which ends up
in the waterways

Global: (Vanoni, 1975)
10 – 20,000 t/km²/yr
Mekong: (Kummu, 2010)
18 – 489 t/km²/yr
3S Basin (Kummu, 2010)
220 – 240 t/km²/yr
Yali (KT & TN observation data 1990 – 2009)

79 – 1,051 t/km²/yr

4
Large variability in Yali catchment SSY
2009: Ketsana
1996: Wukong

5
Long term trends in SSY
Annual
increment in
SSY in 2005-09
is ~ double the
90-97 rate

6
Drivers of trends in SSY
A. Changes in
rainfall/flow regime
B. Changes in land use

Source: IWMI, 2002

7
A. Long term trends in Hydrology

High variability but no
clear increasing trend

8
B. Trends in land
use

9
Estimating Yali
sediment inflow
Trung Nghia (TN)
sub -catchment

1. PECC1 official design
eqn.
–

Kon Tum (KT)
sub -catchment

Based on long time series of
discharge at KT

2. PECC1 empirical
catchment SSY
relationships
–

–

based on long time series
discharge data (1960s-1990s) at
KT and TN
Scaled based on ungauged area

3. Observed sediment
loads KT, TN (1990-2009)
–

Scaled based on ungauged area

10
Estimated Yali sediment inflow
Suspended
sediment
yield
(Mt/yr)
SL Yali
(Catchmnent ) Ave

coarse
sediment
yield
(Mt/yr)

Suspend
SL (tot)
ed Load Bed load Yali
(MCM) (MCM) (MCM)

2.258

0.452

1.829

0.29

2.12

6.695

1.339

5.426

0.86

6.29

0.712

0.142

0.577

0.09

0.67

SL Yali (Empirical)
SL Yali (Design
Calc.)

2.030

0.406

1.645

0.26

1.91

2.139

0.428

1.733

0.27

2.01

SL Yali (basin SSY)

2.423

0.485

1.964

0.31

2.28

SL Yali
(Catchmnent ) Max
SL Yali
(Catchmnent ) Min

Note:
(1) Bed load was estimated based on PECC1 estimate:
Bed load = 0.2* suspended load

11
Yali Reservoir trapping
efficiency
• Brune’s method (1953) based on residence
time of reservoir
• Applied previously in the Mekong
• Sesan TE: 0.851 – 0.95 (Kummu, 2010)
• Yali: 0.83

12
Yali annual sediment deposition
dynamics
SL(res)90-97 = 1.38 mcm
SL(res) = 1.67 mcm
SL(in) = 2 mcm

SL(res)05-09 = 3.13 mcm

SL(out) = 0.33
mcm

13
Next (final!) steps
1. Explore sensitivity of Yali sediment inflow to land use change
using the Revised Universal Soil Loss Equation
–
–

Maximum catchment erosion (aggressive deforestation scenario)
Minimised catchment erosion (aggressive afforestation scenario)

2. Estimate changes in reservoir half life based on change
upland management

14
Thank you for your attention
Sediment delivery ratio
•

•

Sediment transport cycle more
complex and slower than water
cycle
Signification proportion stored
in catchment:
–
–
–
–

•

Hillslopes
Gullies
Microtopographic features
Human structures (check dams,
reservoirs)

SSY = <10% of sediment
production in large catchments
(>100km²) (Annandale, 2003)

No.

I. Kon Tum city
II. Dak Gley
district
III. Tu Mo Rong
district
IV. Sa Thay
district
V. Ngoc Hoi
district
VI. Kon Plong
district
VII. Kon Ray
VIII. Dak Ha
district
VIII. Dak To
district
TOTAL

Reservoir
name
Total
Total

Main crop
under
irrigation
Rice
Rice

Total

Number of
Reservoirs

Reservoir
3

volume (m )

Total Irrigated
area (ha)

10
5

10,554,000
1,188,000

1759
198

Rice

1

750,000

125

Total

Rice

8

2,496,000

416

Total

Rice

6

3,138,000

523

Total

Rice

1

90,000

15

Total
Total

Rice
Rice & Coffee

4
19

648,000
19,875,000

108
7236

Total

Rice

15

3,048,000

508

69
% of long term mean annual inflow to Yali

41,787,000
~0.5%

16

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Impacts of landuse change on sediment transport in the yali reservoir catchment

  • 1. IMPACTS OF LANDUSE CHANGE ON SEDIMENT TRANSPORT IN THE YALI RESERVOIR CATCHMENT Tarek Ketelsen, Luke Taylor, Mai Ky Vinh, Truong Hong CHALLENGE PROGRAM ON WATER & FOOD IN THE MEKONG: Optimizing the management of hydropower cascades at the catchment level (MK3)
  • 2. Land management options for reservoir benefits 1. Soil conservation 2. Enhancing reservoir life UPSTREAM RESERVOIR Watershed communities/ water user sectors DOWNSTREAM Water use options of reservoir for catchment benefits 1. Irrigation potential 2. Flood control 3. Fish passage requirements 4. E-flow 2
  • 3. Yali Reservoir, Viet nam Trung Nghia (TN) sub -catchment Kon Tum (KT) sub -catchment • What is the sediment inflow to Yali? • How do historic sediment loads vary with changes in flow/rainfall and land use? • What are the implications for reservoir life? 3
  • 4. Catchment suspended sediment yield (SSY) Proportion of catchment erosion which ends up in the waterways Global: (Vanoni, 1975) 10 – 20,000 t/km²/yr Mekong: (Kummu, 2010) 18 – 489 t/km²/yr 3S Basin (Kummu, 2010) 220 – 240 t/km²/yr Yali (KT & TN observation data 1990 – 2009) 79 – 1,051 t/km²/yr 4
  • 5. Large variability in Yali catchment SSY 2009: Ketsana 1996: Wukong 5
  • 6. Long term trends in SSY Annual increment in SSY in 2005-09 is ~ double the 90-97 rate 6
  • 7. Drivers of trends in SSY A. Changes in rainfall/flow regime B. Changes in land use Source: IWMI, 2002 7
  • 8. A. Long term trends in Hydrology High variability but no clear increasing trend 8
  • 9. B. Trends in land use 9
  • 10. Estimating Yali sediment inflow Trung Nghia (TN) sub -catchment 1. PECC1 official design eqn. – Kon Tum (KT) sub -catchment Based on long time series of discharge at KT 2. PECC1 empirical catchment SSY relationships – – based on long time series discharge data (1960s-1990s) at KT and TN Scaled based on ungauged area 3. Observed sediment loads KT, TN (1990-2009) – Scaled based on ungauged area 10
  • 11. Estimated Yali sediment inflow Suspended sediment yield (Mt/yr) SL Yali (Catchmnent ) Ave coarse sediment yield (Mt/yr) Suspend SL (tot) ed Load Bed load Yali (MCM) (MCM) (MCM) 2.258 0.452 1.829 0.29 2.12 6.695 1.339 5.426 0.86 6.29 0.712 0.142 0.577 0.09 0.67 SL Yali (Empirical) SL Yali (Design Calc.) 2.030 0.406 1.645 0.26 1.91 2.139 0.428 1.733 0.27 2.01 SL Yali (basin SSY) 2.423 0.485 1.964 0.31 2.28 SL Yali (Catchmnent ) Max SL Yali (Catchmnent ) Min Note: (1) Bed load was estimated based on PECC1 estimate: Bed load = 0.2* suspended load 11
  • 12. Yali Reservoir trapping efficiency • Brune’s method (1953) based on residence time of reservoir • Applied previously in the Mekong • Sesan TE: 0.851 – 0.95 (Kummu, 2010) • Yali: 0.83 12
  • 13. Yali annual sediment deposition dynamics SL(res)90-97 = 1.38 mcm SL(res) = 1.67 mcm SL(in) = 2 mcm SL(res)05-09 = 3.13 mcm SL(out) = 0.33 mcm 13
  • 14. Next (final!) steps 1. Explore sensitivity of Yali sediment inflow to land use change using the Revised Universal Soil Loss Equation – – Maximum catchment erosion (aggressive deforestation scenario) Minimised catchment erosion (aggressive afforestation scenario) 2. Estimate changes in reservoir half life based on change upland management 14
  • 15. Thank you for your attention
  • 16. Sediment delivery ratio • • Sediment transport cycle more complex and slower than water cycle Signification proportion stored in catchment: – – – – • Hillslopes Gullies Microtopographic features Human structures (check dams, reservoirs) SSY = <10% of sediment production in large catchments (>100km²) (Annandale, 2003) No. I. Kon Tum city II. Dak Gley district III. Tu Mo Rong district IV. Sa Thay district V. Ngoc Hoi district VI. Kon Plong district VII. Kon Ray VIII. Dak Ha district VIII. Dak To district TOTAL Reservoir name Total Total Main crop under irrigation Rice Rice Total Number of Reservoirs Reservoir 3 volume (m ) Total Irrigated area (ha) 10 5 10,554,000 1,188,000 1759 198 Rice 1 750,000 125 Total Rice 8 2,496,000 416 Total Rice 6 3,138,000 523 Total Rice 1 90,000 15 Total Total Rice Rice & Coffee 4 19 648,000 19,875,000 108 7236 Total Rice 15 3,048,000 508 69 % of long term mean annual inflow to Yali 41,787,000 ~0.5% 16

Notas do Editor

  1. 1.65 1.38 0.273.75 3.13 0.62