The Wayback Machine - https://web.archive.org/web/20060511120059/http://hydro.rnde.tm.fr:80/Traitement/Qjm.php?StaCode=E6351410&Annee=1993
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D�bits journaliers en m3/s |
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| | QMM | QMN | V |
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| J | 7.440 | 7.440 | | | F | 6.680 | 6.680 | | | M | 6.030 | 6.030 | | | A | | | | | M | | | | | J | | | | | J | | | | | A | 1.380 | 1.380 | | | S | 2.090 | 2.090 | | | O | 4.250 | 4.250 | | | N | 3.740 | 3.740 | | | D | 18.60 | 18.60 | | |
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QMM : �coulement mensuel
mesur�
QMN : �coulement naturel reconstitu� |
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| �coulement naturel reconstitu� | | | | | |
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D�bits journaliers en m3/s |
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| 1 | 6.220 | | | 2 | 7.210 | | | 3 | 4.660 | | | 4 | 3.910 | | | 5 | 4.040 | | | 6 | 3.650 | | | 7 | 4.920 | | | 8 | 5.720 | | | 9 | 5.140 | | | 10 | 6.150 | | |
| 11 | 7.980 | | | 12 | 8.990 | | | 13 | 9.010 | | | 14 | 9.500 | | | 15 | 12.00 | | | 16 | 12.40 | | | 17 | 10.10 | | | 18 | 8.210 | | | 19 | 7.690 | | | 20 | 7.530 | | |
| 21 | 7.650 | | | 22 | 8.180 | | | 23 | 8.590 | | | 24 | 8.330 | | | 25 | 8.200 | | | 26 | 7.600 | | | 27 | 7.380 | | | 28 | 6.860 | | | 29 | 7.170 | | | 30 | 7.640 | | | 31 | 7.910 | | |
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| Ecoulement mensuel | | 7.440 m3/s | 5.75 l/s/km2 | 15.4 mm | |
| Ecoulement naturel reconstitu� | | 7.440 m3/s | 5.75 l/s/km2 | 15.4 mm | |
| Maximum instantan� | 18.40 m3/s | | Le 01/01/1993 � 00:00 | | | | |
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D�bits journaliers en m3/s |
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| 1 | 8.040 | | | 2 | 7.480 | | | 3 | 7.570 | | | 4 | 7.360 | | | 5 | 7.110 | | | 6 | 6.650 | | | 7 | 6.680 | | | 8 | 7.050 | | | 9 | 7.200 | | | 10 | 7.190 | | |
| 11 | 7.180 | | | 12 | 7.190 | | | 13 | 7.120 | | | 14 | 6.880 | | | 15 | 6.230 | | | 16 | 5.790 | | | 17 | 5.650 | | | 18 | 5.790 | | | 19 | 5.860 | | | 20 | 6.500 | | |
| 21 | 6.460 | | | 22 | 6.450 | | | 23 | 6.320 | | | 24 | 6.440 | | | 25 | 6.300 | | | 26 | 6.250 | | | 27 | 6.080 | | | 28 | 6.160 | | |
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| Ecoulement mensuel | | 6.680 m3/s | 5.16 l/s/km2 | 12.5 mm | |
| Ecoulement naturel reconstitu� | | 6.680 m3/s | 5.16 l/s/km2 | 12.5 mm | |
| Maximum instantan� | 8.420 m3/s | | Le 01/02/1993 � 00:00 | | | | |
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D�bits journaliers en m3/s |
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| 1 | 6.070 | | | 2 | 6.040 | | | 3 | 5.950 | | | 4 | 6.070 | | | 5 | | | | 6 | | | | 7 | | | | 8 | | | | 9 | | | | 10 | | | |
| 11 | | | | 12 | | | | 13 | | | | 14 | | | | 15 | | | | 16 | | | | 17 | | | | 18 | | | | 19 | | | | 20 | | | |
| 21 | | | | 22 | | | | 23 | | | | 24 | | | | 25 | | | | 26 | | | | 27 | | | | 28 | | | | 29 | | | | 30 | | | | 31 | | | |
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| Ecoulement mensuel | | 6.030 m3/s | 4.66 l/s/km2 | 12.5 mm | |
| Ecoulement naturel reconstitu� | | 6.030 m3/s | 4.66 l/s/km2 | 12.5 mm | |
| Maximum instantan� | 6.180 m3/s | | Le 01/03/1993 � 00:00 | | | | |
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D�bits journaliers en m3/s |
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| 11 | | | | 12 | | | | 13 | | | | 14 | | | | 15 | | | | 16 | | | | 17 | | | | 18 | | | | 19 | | | | 20 | | | |
| 21 | | | | 22 | | | | 23 | | | | 24 | | | | 25 | | | | 26 | | | | 27 | | | | 28 | | | | 29 | | | | 30 | | | |
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| Ecoulement naturel reconstitu� | | | | | |
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D�bits journaliers en m3/s |
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| 11 | | | | 12 | | | | 13 | | | | 14 | | | | 15 | | | | 16 | | | | 17 | | | | 18 | | | | 19 | | | | 20 | | | |
| 21 | | | | 22 | | | | 23 | | | | 24 | | | | 25 | | | | 26 | | | | 27 | | | | 28 | | | | 29 | | | | 30 | | | | 31 | | | |
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| Ecoulement naturel reconstitu� | | | | | |
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D�bits journaliers en m3/s |
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| 11 | | | | 12 | | | | 13 | | | | 14 | | | | 15 | | | | 16 | | | | 17 | | | | 18 | | | | 19 | | | | 20 | | | |
| 21 | | | | 22 | | | | 23 | | | | 24 | | | | 25 | | | | 26 | | | | 27 | | | | 28 | | | | 29 | | | | 30 | | | |
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| Ecoulement naturel reconstitu� | | | | | |
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D�bits journaliers en m3/s |
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| 11 | | | | 12 | | | | 13 | | | | 14 | | | | 15 | | | | 16 | | | | 17 | | | | 18 | | | | 19 | | | | 20 | | | |
| 21 | | | | 22 | | | | 23 | | | | 24 | | | | 25 | | | | 26 | | | | 27 | | | | 28 | | | | 29 | | | | 30 | | | | 31 | | | |
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D�bits journaliers en m3/s |
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| 1 | | | | 2 | | | | 3 | | | | 4 | | | | 5 | | | | 6 | | | | 7 | | | | 8 | | | | 9 | 1.260 | | | 10 | 2.460 | | |
| 11 | 2.630 | | | 12 | 2.300 | | | 13 | 1.030 | | | 14 | 1.170 | | | 15 | 1.280 | | | 16 | 1.360 | | | 17 | 1.220 | | | 18 | 1.170 | | | 19 | 1.140 | | | 20 | 1.340 | | |
| 21 | 1.340 | | | 22 | 1.430 | | | 23 | 1.350 | | | 24 | 0.905 | | | 25 | 0.905 | | | 26 | 1.210 | | | 27 | 1.280 | | | 28 | 1.400 | | | 29 | 1.340 | | | 30 | 1.130 | | | 31 | 1.070 | | |
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| Ecoulement mensuel | | 1.380 m3/s | 1.07 l/s/km2 | 2.9 mm | |
| Ecoulement naturel reconstitu� | | 1.380 m3/s | 1.07 l/s/km2 | 2.9 mm | |
| Maximum instantan� | 3.070 m3/s | | Le 01/08/1993 � 00:00 | | | | |
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D�bits journaliers en m3/s |
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| 1 | 1.120 | | | 2 | 1.680 | | | 3 | 1.510 | | | 4 | 1.660 | | | 5 | 1.580 | | | 6 | 1.570 | | | 7 | 1.670 | | | 8 | 1.820 | | | 9 | 1.400 | | | 10 | 1.690 | | |
| 11 | 1.470 | | | 12 | 1.310 | | | 13 | 1.200 | | | 14 | 2.070 | | | 15 | 2.670 | | | 16 | 2.830 | | | 17 | 3.480 | | | 18 | 3.490 | | | 19 | 2.260 | | | 20 | 1.290 | | |
| 21 | 1.360 | | | 22 | 2.350 | | | 23 | 2.930 | | | 24 | 2.260 | | | 25 | 2.000 | | | 26 | 2.650 | | | 27 | 2.880 | | | 28 | 3.160 | | | 29 | 3.340 | | | 30 | 2.010 | | |
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| Ecoulement mensuel | | 2.090 m3/s | 1.62 l/s/km2 | 4.2 mm | |
| Ecoulement naturel reconstitu� | | 2.090 m3/s | 1.62 l/s/km2 | 4.2 mm | |
| Maximum instantan� | 4.030 m3/s | | Le 01/09/1993 � 00:00 | | | | |
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D�bits journaliers en m3/s |
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| 1 | 2.140 | | | 2 | 5.280 | | | 3 | 4.100 | | | 4 | 2.370 | | | 5 | 3.110 | | | 6 | 4.400 | | | 7 | 4.380 | | | 8 | 2.490 | | | 9 | 2.360 | | | 10 | 4.000 | | |
| 11 | 8.000 | | | 12 | 3.300 | | | 13 | 3.660 | | | 14 | 4.350 | | | 15 | 6.290 | | | 16 | 6.630 | | | 17 | 5.270 | | | 18 | 6.550 | | | 19 | 6.330 | | | 20 | 5.100 | | |
| 21 | 3.700 | | | 22 | 3.470 | | | 23 | 3.650 | | | 24 | 3.920 | | | 25 | 4.770 | | | 26 | 4.890 | | | 27 | 4.690 | | | 28 | 4.620 | | | 29 | 3.590 | | | 30 | 2.630 | | | 31 | 1.810 | | |
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| Ecoulement mensuel | | 4.250 m3/s | 3.29 l/s/km2 | 8.8 mm | |
| Ecoulement naturel reconstitu� | | 4.250 m3/s | 3.29 l/s/km2 | 8.8 mm | |
| Maximum instantan� | 20.20 m3/s | | Le 01/10/1993 � 00:00 | | | | |
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D�bits journaliers en m3/s |
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| 1 | 1.650 | | | 2 | 2.990 | | | 3 | 5.400 | | | 4 | 4.450 | | | 5 | 3.370 | | | 6 | 2.880 | | | 7 | 3.010 | | | 8 | 4.160 | | | 9 | 3.280 | | | 10 | 3.430 | | |
| 11 | 5.390 | | | 12 | 4.610 | | | 13 | 3.430 | | | 14 | 4.250 | | | 15 | | | | 16 | | | | 17 | | | | 18 | | | | 19 | | | | 20 | 3.230 | | |
| 21 | 3.460 | | | 22 | 3.650 | | | 23 | 4.400 | | | 24 | | | | 25 | 4.340 | | | 26 | 3.720 | | | 27 | 3.060 | | | 28 | 3.000 | | | 29 | 4.350 | | | 30 | 4.330 | | |
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| Ecoulement mensuel | | 3.740 m3/s | 2.89 l/s/km2 | 7.5 mm | |
| Ecoulement naturel reconstitu� | | 3.740 m3/s | 2.89 l/s/km2 | 7.5 mm | |
| Maximum instantan� | 5.930 m3/s | | Le 01/11/1993 � 00:00 | | | | |
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D�bits journaliers en m3/s |
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| 1 | 4.110 | | | 2 | | | | 3 | | | | 4 | | | | 5 | | | | 6 | | | | 7 | | | | 8 | | | | 9 | | | | 10 | | | |
| 11 | | | | 12 | | | | 13 | | | | 14 | | | | 15 | | | | 16 | | | | 17 | | | | 18 | | | | 19 | | | | 20 | | | |
| 21 | | | | 22 | | | | 23 | 18.30 | | | 24 | 19.80 | | | 25 | 20.00 | | | 26 | 20.20 | | | 27 | 20.30 | | | 28 | 20.70 | | | 29 | 21.50 | | | 30 | 20.90 | | | 31 | 20.00 | | |
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| Ecoulement mensuel | | 18.60 m3/s | 14.40 l/s/km2 | 38.5 mm | |
| Ecoulement naturel reconstitu� | | 18.60 m3/s | 14.40 l/s/km2 | 38.5 mm | |
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