risk management along the mekong tributaries

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Uniting agriculture and nature for poverty reduction to predict flow metrics for water resource and risk management along the Mekong tributaries Guillaume Lacombe, Somphasith Douangsavanh, Richard Vogel, Matthew McCartney, Yann Chemin, Lisa Rebelo, Touleelor Sotoukee Simple power-law models International conference “Sustainability in the Water-Energy-Food Nexus” 19-20 May 2014, Bonn, Germany

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Presentation by Guillaume Lacombe, Somphasith Douangsavanh, Richard Vogel, Matthew McCartney, Yann Chemin, Lisa Rebelo, Touleelor Sotoukee at the International conference “Sustainability in the Water-Energy-Food Nexus” 19-20 May 2014, Bonn, Germany

TRANSCRIPT

Page 1: Risk management along the Mekong tributaries

Uniting agriculture and nature for poverty reduction

to predict flow metrics for water resource and risk management along the Mekong tributaries

Guillaume Lacombe, Somphasith Douangsavanh, Richard Vogel, Matthew McCartney, Yann Chemin, Lisa Rebelo, Touleelor Sotoukee

Simple power-law models

International conference “Sustainability in the Water-Energy-Food Nexus” 19-20 May 2014, Bonn, Germany

Page 2: Risk management along the Mekong tributaries

Uniting agriculture and nature for poverty reduction

Introduction

• Increased vulnerability to stream-flow variability,

• Prediction models are:– complex (use by practitioners is limited),– mainstream-focused (away from poorest

populations),– Physically-based (assumed physical

processes, high data requirement).

One dot = 1 village

Page 3: Risk management along the Mekong tributaries

Uniting agriculture and nature for poverty reduction

Objectives

• To define simple relationships to predict flow metrics from catchments characteristics in the Lower Mekong River

• To assess the effect of land- cover (forest, paddy, wetlands) on the flow metrics and downstream water resources

Page 4: Risk management along the Mekong tributaries

Uniting agriculture and nature for poverty reduction

• Multivariate power-law equation to predict flow (Q) from catchment characteristics (Xi)

mmXXXQ 210

21exp

• Logarithmic transformation solved by weighted least square regression (multiple linear regressions)

)ln(...)ln()ln()ln( 22110 mm XXXQ

Method

Page 5: Risk management along the Mekong tributaries

Uniting agriculture and nature for poverty reduction

Method

• Daily flow metrics– 11 flow percentiles, annual mean, min

and max– Data from Mekong River Commission

(MRC): 65 gauging stations with 1 to 41 years of daily record

• Catchment characteristics– rainfall, geomorphology, geography,

soil, land-cover (forest, paddy and wetlands)

– Data from Aphrodite, HydroSHEDS, MRC

Page 6: Risk management along the Mekong tributaries

Uniting agriculture and nature for poverty reduction

Method

• Selection of variables:– Combined use of “best- subsets” and

“step-wise” regressions– P-value < 0.05– Constraints:

• Homoscedasticity of residual,• Independence of variables,• Outliers removed (Cook D)

• Leave-one-out cross-validations to maximize the prediction R-squared

Page 7: Risk management along the Mekong tributaries

Uniting agriculture and nature for poverty reduction

Results m

mXXXQ 21021exp

Q m3/s 0 Explanatory variables (j, j>0) Prediction

R2 (%) Rain Peri Elev Area Drai Slop Lati Padd Fore

Max 1.870 -0.796 0.668 2.694 0.798 -1.423 89.09

0.05 -14.434 2.376 0.862 2.016 94.14 0.10 -21.435 2.608 0.970 93.45 0.20 -23.087 2.742 0.988 94.34 0.30 -24.135 2.519 0.335 0.992 91.78 0.40 -29.234 2.603 1.789 0.566 92.53 0.50 -31.247 2.529 1.798 0.714 0.262 92.13 0.60 -24.521 2.289 1.600 0.963 -1.526 -0.155 92.44 0.70 -24.023 2.307 1.469 1.074 -1.820 -0.155 90.72 0.80 -25.761 2.582 1.411 1.080 -1.852 -0.189 92.16 0.90 -28.562 2.613 1.467 0.844 -1.706 0.587 -2.503 89.53 0.95 -27.857 2.698 1.436 0.966 -1.291 -0.285 90.49 Min -32.951 3.027 1.416 0.803 -2.684 0.535 -2.598 89.13 Mean -18.989 2.543 0.883 1.089 94.71

Page 8: Risk management along the Mekong tributaries

Uniting agriculture and nature for poverty reduction

Results

Q m3/s 0 Explanatory variables (j, j>0) Prediction

R2 (%) Rain Peri Elev Area Drai Slop Lati Padd Fore

Max 1.870 -0.796 0.668 2.694 0.798 -1.423 89.09

0.05 -14.434 2.376 0.862 2.016 94.14 0.10 -21.435 2.608 0.970 93.45 0.20 -23.087 2.742 0.988 94.34 0.30 -24.135 2.519 0.335 0.992 91.78 0.40 -29.234 2.603 1.789 0.566 92.53 0.50 -31.247 2.529 1.798 0.714 0.262 92.13 0.60 -24.521 2.289 1.600 0.963 -1.526 -0.155 92.44 0.70 -24.023 2.307 1.469 1.074 -1.820 -0.155 90.72 0.80 -25.761 2.582 1.411 1.080 -1.852 -0.189 92.16 0.90 -28.562 2.613 1.467 0.844 -1.706 0.587 -2.503 89.53 0.95 -27.857 2.698 1.436 0.966 -1.291 -0.285 90.49 Min -32.951 3.027 1.416 0.803 -2.684 0.535 -2.598 89.13 Mean -18.989 2.543 0.883 1.089 94.71

Q5% = e-14.43 × annual rainfall2.38 × area0.86 × drainage density2.02

Page 9: Risk management along the Mekong tributaries

Uniting agriculture and nature for poverty reduction

Results m

mXXXQ 21021exp

Q m3/s 0 Explanatory variables (j, j>0) Prediction

R2 (%) Rain Peri Elev Area Drai Slop Lati Padd Fore

Max 1.870 -0.796 0.668 2.694 0.798 -1.423 89.09

0.05 -14.434 2.376 0.862 2.016 94.14 0.10 -21.435 2.608 0.970 93.45 0.20 -23.087 2.742 0.988 94.34 0.30 -24.135 2.519 0.335 0.992 91.78 0.40 -29.234 2.603 1.789 0.566 92.53 0.50 -31.247 2.529 1.798 0.714 0.262 92.13 0.60 -24.521 2.289 1.600 0.963 -1.526 -0.155 92.44 0.70 -24.023 2.307 1.469 1.074 -1.820 -0.155 90.72 0.80 -25.761 2.582 1.411 1.080 -1.852 -0.189 92.16 0.90 -28.562 2.613 1.467 0.844 -1.706 0.587 -2.503 89.53 0.95 -27.857 2.698 1.436 0.966 -1.291 -0.285 90.49 Min -32.951 3.027 1.416 0.803 -2.684 0.535 -2.598 89.13 Mean -18.989 2.543 0.883 1.089 94.71

Rainfall elasticity of streamflow

If mean annual rainfall increases by 10%, mean annual flow increases by 1.12.543=1.27 (27%)

Page 10: Risk management along the Mekong tributaries

Uniting agriculture and nature for poverty reduction

Results m

mXXXQ 21021exp

Q m3/s 0 Explanatory variables (j, j>0) Prediction

R2 (%) Rain Peri Elev Area Drai Slop Lati Padd Fore

Max 1.870 -0.796 0.668 2.694 0.798 -1.423 89.09

0.05 -14.434 2.376 0.862 2.016 94.14 0.10 -21.435 2.608 0.970 93.45 0.20 -23.087 2.742 0.988 94.34 0.30 -24.135 2.519 0.335 0.992 91.78 0.40 -29.234 2.603 1.789 0.566 92.53 0.50 -31.247 2.529 1.798 0.714 0.262 92.13 0.60 -24.521 2.289 1.600 0.963 -1.526 -0.155 92.44 0.70 -24.023 2.307 1.469 1.074 -1.820 -0.155 90.72 0.80 -25.761 2.582 1.411 1.080 -1.852 -0.189 92.16 0.90 -28.562 2.613 1.467 0.844 -1.706 0.587 -2.503 89.53 0.95 -27.857 2.698 1.436 0.966 -1.291 -0.285 90.49 Min -32.951 3.027 1.416 0.803 -2.684 0.535 -2.598 89.13 Mean -18.989 2.543 0.883 1.089 94.71

Two land-use variables are related to low flow: Paddy and Forest

If paddy area doubles, the 0.95 flow percentile will be

reduced by 18%(2-0.285=0.82)

Page 11: Risk management along the Mekong tributaries

Uniting agriculture and nature for poverty reduction

Results m

mXXXQ 21021exp

Q m3/s 0 Explanatory variables (j, j>0) Prediction

R2 (%) Rain Peri Elev Area Drai Slop Lati Padd Fore

Max 1.870 -0.796 0.668 2.694 0.798 -1.423 89.09

0.05 -14.434 2.376 0.862 2.016 94.14 0.10 -21.435 2.608 0.970 93.45 0.20 -23.087 2.742 0.988 94.34 0.30 -24.135 2.519 0.335 0.992 91.78 0.40 -29.234 2.603 1.789 0.566 92.53 0.50 -31.247 2.529 1.798 0.714 0.262 92.13 0.60 -24.521 2.289 1.600 0.963 -1.526 -0.155 92.44 0.70 -24.023 2.307 1.469 1.074 -1.820 -0.155 90.72 0.80 -25.761 2.582 1.411 1.080 -1.852 -0.189 92.16 0.90 -28.562 2.613 1.467 0.844 -1.706 0.587 -2.503 89.53 0.95 -27.857 2.698 1.436 0.966 -1.291 -0.285 90.49 Min -32.951 3.027 1.416 0.803 -2.684 0.535 -2.598 89.13 Mean -18.989 2.543 0.883 1.089 94.71

Page 12: Risk management along the Mekong tributaries

Uniting agriculture and nature for poverty reduction

Results m

mXXXQ 21021exp

Q m3/s 0 Explanatory variables (j, j>0) Prediction

R2 (%) Rain Peri Elev Area Drai Slop Lati Padd Fore

Max 1.870 -0.796 0.668 2.694 0.798 -1.423 89.09

0.05 -14.434 2.376 0.862 2.016 94.14 0.10 -21.435 2.608 0.970 93.45 0.20 -23.087 2.742 0.988 94.34 0.30 -24.135 2.519 0.335 0.992 91.78 0.40 -29.234 2.603 1.789 0.566 92.53 0.50 -31.247 2.529 1.798 0.714 0.262 92.13 0.60 -24.521 2.289 1.600 0.963 -1.526 -0.155 92.44 0.70 -24.023 2.307 1.469 1.074 -1.820 -0.155 90.72 0.80 -25.761 2.582 1.411 1.080 -1.852 -0.189 92.16 0.90 -28.562 2.613 1.467 0.844 -1.706 0.587 -2.503 89.53 0.95 -27.857 2.698 1.436 0.966 -1.291 -0.285 90.49 Min -32.951 3.027 1.416 0.803 -2.684 0.535 -2.598 89.13 Mean -18.989 2.543 0.883 1.089 94.71

93%

90%

Page 13: Risk management along the Mekong tributaries

Uniting agriculture and nature for poverty reduction

Page 14: Risk management along the Mekong tributaries

Conclusions

• Highly-predictive & simple tools to assess high and low flows in ungauged areas– water resources planning, flood risks

assessment, hydropower potential, storage design

• A range of applications– Assessment of effect of paddy area

expansion on downstream low-flow– Prediction of climate change impact on

basin water yields