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Vientiane – Nong Khai modelling status
National consultation with TNMC20th of April 2006, Bangkok
MRCS WUP-FIN
2
Bank erosion model in Vientiane- Nong Khai
magnitude of changemotivation: causes analysis, support in
protection measures, transboundary impact assessment
model developments, data collection (Lao-Thai cooperation)
3
Outline
Data status• Study area• WL• Field work• Aerial photos and
satellite images
Modelling status• Model framework• Calibration• Outcome
4
Measured WL
3 stations by JICA (01/2002- )
Vientiane port Nong Khai
Water levels at VTE - NK section of Mekong River (2002-2005), JICA data
154
156
158
160
162
164
166
168
170
172
14/0
1/20
02
14/0
3/20
02
14/0
5/20
02
14/0
7/20
02
14/0
9/20
02
14/1
1/20
02
14/0
1/20
03
14/0
3/20
03
14/0
5/20
03
14/0
7/20
03
14/0
9/20
03
14/1
1/20
03
14/0
1/20
04
14/0
3/20
04
14/0
5/20
04
14/0
7/20
04
14/0
9/20
04
14/1
1/20
04
14/0
1/20
05
14/0
3/20
05
14/0
5/20
05
14/0
7/20
05
Wat
er le
vel [
m]
amsl
Ban Sibounheuang Ban Chomcheng Ban Dongphosi
5
Field data: Vientiane – Nong Khai section of Mekong River
ADCP flow and TSS flux, morphometry; Laos- Thai cooperation team, May 2005- May 2006
Additional grant from Finland (Matti PhD)
CREST Yamanashi programme on Mekong morphometry, 2005-2006
Iwona Conlan PhD
6
Field team
Lao PDR: Prasit DimnivongPhoumyenh KhounthikoumanneKeomany Luanglith
Thailand: Sukkhawit Buaphuan Kiattiyot YotteentianSangwian Angkhuan
WUP-FIN: Matti KummuJorma Koponen
Juha Sarkkula
7
ADCP measurements coupled with TSS analysis
8
Discharge
9
Longitudinal section
10
Vientiane – Nong Khai
Measured discharges by ADCP
2000
4000
6000
8000
10000
12000
14000
2005
-06-
07
2005
-07-
07
2005
-08-
06
2005
-09-
05
2005
-10-
05
2005
-11-
04
2005
-12-
04
Dis
ch
arg
e [
m3
/s]
CS1
CS2
CS3
CS4
11
TSS measurements
9 point samples for each cross-section 6 times / year To correlate the backscatter of the
ADCP measurements
12
TSS measurements
TSS in Vientiane - Nong Khai field work
100
150
200
250
300
350
400
450
Jun Jul Aug Sep Oct Nov Dec
DateT
SS
[m
g/l
]
Surface
0.2*H
0.8*H
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
100 150 200 250 300 350 400 450
TSS concentration [mg/l]
Dep
th [
H]
15/06/2005 08/07/2005 12/08/2005 27/09/2005 30/11/05
13
Database
14
Historical bank erosion analysis
Based on aerial photos and satellite images + GPS survey
Aerial photos• 1960s• 1990s
Satellite images• SPOT5 image from 2004
15
Results
16
Modelling status
Data status• Study area• WL• Field work• Aerial photos and
satellite images
Modelling status
• Model framework• Calibration• Outcome
17
Model grid – 50m resolution
18
Grid elevations
19
Boundary conditions
Boundary at CS1: Discharge generated from water levels
Rating curve for CS1
y = 1177.3x - 188777
R2 = 0.9645
0
2000
4000
6000
8000
10000
12000
162 163 164 165 166 167 168 169 170 171
Water level [m] amsl
Dis
char
ge
[m3/
s]
Rating curve for CS4
y = 1371.98x - 212448.02
R2 = 0.98
0
2000
4000
6000
8000
10000
12000
14000
156 157 158 159 160 161 162 163 164
Water level [m], amslD
isch
arg
e [m
3/s]
Boundary at CS4: Rating curve based on the ADCP measurements
20
Model results: velocity fields
Surface:
Bottom:
21
Flow field
22
Modelled velocity distribution in the Vientiane harbor
23
Vientiane application
Done:• Improved topography• Addition of measured water levels
for calibration and validation• Solution of boundary instability• First results of the model calibration
(on-going task)
Remains to be done:• Hydrodynamic calibration and
validation• Calculation of sediment and
comparison with the measured values
• Cross section graphics correction
24
Outcome of the modelling work
Potential bank erosion rates due to the sediment transportation and flow
Impact of the changes in flow regime and/or sediment concentration from upstream
Local impacts ( built structures, bank protection, etc) on flow speeds, erosion, and sediment concentrations
Increase the understanding of the sediment dynamics in Mekong
Increase the understanding of the historical bank erosion Recommendations Understanding better the causes of bank erosion
MRCS/WUP-FINwww.eia.fi/wup-fin