Exceptional flood of 2002, September 8th and 9th in Gard river, South France
MENBO, Marrakech, May 2005 Hydrological network of the Gard basin
MENBO, Marrakech, May 2005 TOTAL RAINFALL IN THE GARD BASIN
Remoulins
Cumulative rainfall on the Gard for the whole event 08/09/02 09:00 to 09/09/02 16:00
MENBO, Marrakech, May 2005 The famous roman aqueduct Pont du Gard
Normal conditions
Monday 9th September 2002: The water level is closed to top of the first arch’s level. Build 2000 years ago, it was not damaged.
MENBO, Marrakech, May 2005 Some damages In the city of Remoulins
The village of Goudargues Maximum level reached
Bridge of Ners (Gard). Collias on the Gardon
The bridge of the railway has totally disappeared… Here was the village
MENBO, Marrakech, May 2005 Station CNR
MENBO, Marrakech, May 2005 Typical hydrograph of the event
Water level recorded at the station of Mialet (upper Gardon, 240 km2) Peak discharge is 730 m3 s-1.
MENBO, Marrakech, May 2005 Field data collected
• Maximum level recorded (from AWLR): 26.72 m • Staff gauge reference: 16.06 m • Level of the balcony: 25.0 m • Max level on the house: 26.7 m • Slope: 1.7 m km-1 • Surface velocity: 5 – 6 m s-1 (CNR estimation) Maximum level reached
MENBO, Marrakech, May 2005 General situation
Bridge downstream the village is a good control station
MENBO, Marrakech, May 2005 First estimation of discharge
Mean velocity Um / Mean surface velocity Vs 1,2
1,0 0,8
0,6
K=Um/Vs 0,4
0,2
0,0 18,00 18,50 19,00 19,50 20,00 20,50 21,00 NGF
MENBO, Marrakech, May 2005 Second estimation of discharge
Ratio Max surface velocity Vmax / Mean velocity Um 0,9 0,8 0,7 0,6 0,5 0,4
Vmax/Um 0,3 0,2 0,1 0,0 18,00 18,50 19,00 19,50 20,00 20,50 21,00 NGF
Mean velocity / water level
6,00 5,00 4,00 m s -1 3,00 2,00 1,00 0,00 18,00 20,00 22,00 24,00 26,00 NGF
MENBO, Marrakech, May 2005 Rating curve
Rating curve Q=f(h) (from 1900 to 2001)
4000 3000 -1 s 3 2000 m 1000 0 18 20 22 24 26 28 30 NGF
MENBO, Marrakech, May 2005 Rating curve
Q=f(h) Estimation 09/09/2002 until 1976
7000
6000
5000
4000 -1 s 3 3000 m
2000
1000
0 18 20 22 24 26 28 NGF
MENBO, Marrakech, May 2005 Q=f(h) in log-log until 1976
10000 Extrapolated discharge = 9000 m3 s-1
1000 Log-log graph showing the change in the 100 m3 s-1 slope
10
1 10NGF 100
MENBO, Marrakech, May 2005 As conclusion
• Simple tools (topography, velocity correlation…) give a good estimation of the peak discharge;
• Results can be produced quickly;
• Allow a better estimation of the damages (volume of sediments,…);
• Estimations by models are in the same range : – Specific discharges for upper basin range from 20 to 30 m3 s-1 km-2 – Specific Peak discharges reached more than 35 m3 s-1 km-2.
• But still estimation and not measurement.
• Last point: the cost of rehabilitation (cleaning, restoration…) is approximately 5 millions euros.
MENBO, Marrakech, May 2005