Flood regime of rivers in the Danube River basin App. I.3 APPENDIX I.3 Annual Maximum Discharge Qmax Danube River 1 Flood regime of rivers in the Danube River basin App. I.3 River: Danube Station: Berg Area: 4.047 103 km2 GE Qmax Basic statistical characteristics Qmax qmax min max cs cv Med. trend m3/s l/s/km2 m3/s m3/s m3/s 1876-2005 205 50.6 53 445 0.69 0.43 196 0.2310 Period Qmax qmax min max cs cv Period Qmax St.dev qmax cs cv 1871-1880 1886-1915 1881-1890 1901-1930 1891-1900 1916-1945 195 85 48.2 0.56 0.43 1901-1910 1931-1960 205 89 50.6 0.35 0.43 1911-1920 1946-1975 195 83 48.2 0.64 0.43 1921-1930 1961-1990 213 98 52.7 0.75 0.46 1931-1940 189 46.8 105 367 1.21 0.42 1976-2005 219 95 54.2 0.74 0.43 1941-1950 204 50.5 53 345 -0.10 0.53 1951-1960 221 54.6 117 376 0.68 0.38 ] 250 1 - 1961-1970 194 47.8 120 351 1.28 0.37 s 3 200 1971-1980 194 47.9 77 412 0.95 0.52 150 1981-1990 252 62.2 92 445 0.23 0.45 [m Q 100 1991-2000 185 45.6 120 354 1.47 0.40 1886- 1901- 1916- 1931- 1946- 1961- 1976- 2001-2006 202 49.8 116 281 -0.01 0.32 1915 1930 1945 1960 1975 1990 2005 Long term 30-year discharge. 500 ] 1 - 400 .s 3 300 200 Q Q [m 100 0 1870 1890 1910 1930 1950 1970 1990 2010 Maximum annual discharge, differences from 7-year moving averages. 260 ] 240 1 - 220 s 3 200 180 160 Q Q [m 140 120 100 1871- 1881- 1891- 1901- 1911- 1921- 1931- 1941- 1951- 1961- 1971- 1981- 1991- 2001- 1880 1890 1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 2006 Long term 10-year discharge. 0.40 0.30 0.20 0.10 0.00 -0.10 autocorrelation -0.20 - -0.30 R -0.40 1 11 21 Autocorrelogram of yearly discharge. 2 Flood regime of rivers in the Danube River basin App. I.3 River: Danube Station: Ingolstadt Area: 20.001 103 km2 GE Qmax Basic statistical characteristics Qmax qmax min max cs cv Med. trend m3/s l/s/km2 m3/s m3/s m3/s 1876-2005 1096 54.8 629 2271 1.24 0.28 1080 5.3312 Period Qmax qmax min max cs cv Period Qmax St.dev qmax cs cv 1871-1880 1886-1915 1881-1890 1901-1930 1891-1900 1916-1945 1901-1910 1931-1960 1008 233 50.4 -0.18 0.23 1911-1920 1946-1975 1005 282 50.3 0.91 0.28 1921-1930 1961-1990 1046 271 52.3 0.78 0.26 1931-1940 1976-2005 1184 304 59.2 1.76 0.26 1941-1950 1018 50.9 770 1170 -1.47 0.17 1951-1960 1004 50.2 672 1370 -0.08 0.26 ] 1400 1 - 1961-1970 1032 51.6 629 1860 1.00 0.39 s 3 1200 1971-1980 1021 51.0 787 1352 0.76 0.16 1000 1981-1990 1085 54.2 705 1365 -0.43 0.21 [m Q 800 1991-2000 1272 63.6 948 2271 2.28 0.30 1886- 1901- 1916- 1931- 1946- 1961- 1976- 2001-2006 1225 61.2 947 1756 1.09 0.27 1915 1930 1945 1960 1975 1990 2005 Long term 30-year discharge. 2500 ] 1 - .s 2000 3 1500 Q Q [m 1000 500 1870 1890 1910 1930 1950 1970 1990 2010 Maximum annual discharge, differences from 7-year moving averages. 1300 ] 1 - 1200 s 3 1100 1000 Q Q [m 900 800 1871- 1881- 1891- 1901- 1911- 1921- 1931- 1941- 1951- 1961- 1971- 1981- 1991- 2001- 1880 1890 1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 2006 Long term 10-year discharge. 0.40 0.30 0.20 0.10 0.00 autocorrelation - -0.10 R -0.20 1 11 Autocorrelogram of yearly discharge. 3 Flood regime of rivers in the Danube River basin App. I.3 River: Danube Station: Regensburg- Area: 35.399 103 km2 GE Qmax Basic statistical characteristics Qmax qmax min max cs cv Med. trend m3/s l/s/km2 m3/s m3/s m3/s 1876-2005 1534 43.3 730 2531 0.10 0.29 1553 2.1478 Period Qmax qmax min max cs cv Period Qmax St.dev qmax cs cv 1871-1880 1886-1915 1881-1890 1901-1930 1635 395 46.2 -1.79 0.24 1891-1900 1916-1945 1551 460 43.8 -0.25 0.30 1901-1910 1931-1960 1480 462 41.8 -0.02 0.31 1911-1920 1946-1975 1410 431 39.8 0.42 0.31 1921-1930 1635 46.2 820 1990 -1.79 0.24 1961-1990 1455 423 41.1 0.79 0.29 1931-1940 1389 39.2 730 2350 0.76 0.33 1976-2005 1646 411 46.5 0.19 0.25 1941-1950 1600 45.2 862 2140 -0.57 0.30 1951-1960 1452 41.0 778 2198 -0.21 0.33 ] 1800 1 - 1961-1970 1430 40.4 890 2340 0.97 0.35 s 3 1600 1971-1980 1373 38.8 984 1892 0.30 0.22 1400 1981-1990 1562 44.1 798 2531 0.62 0.30 [m Q 1200 1991-2000 1700 48.0 1060 2280 -0.05 0.26 1886- 1901- 1916- 1931- 1946- 1961- 1976- 2001-2006 1737 49.1 1141 2363 0.17 0.21 1915 1930 1945 1960 1975 1990 2005 Long term 30-year discharge. 3000 ] 1 - .s 3 2000 Q Q [m 1000 0 1870 1890 1910 1930 1950 1970 1990 2010 Maximum annual discharge, differences from 7-year moving averages. 1800 ] 1 1700 - s 3 1600 1500 Q Q [m 1400 1300 1200 1871- 1881- 1891- 1901- 1911- 1921- 1931- 1941- 1951- 1961- 1971- 1981- 1991- 2001- 1880 1890 1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 2006 Long term 10-year discharge. 0.30 0.20 0.10 0.00 -0.10 autocorrelation - -0.20 R -0.30 1 11 21 Autocorrelogram of yearly discharge. 4 Flood regime of rivers in the Danube River basin App. I.3 River: Danube Station: Pfelling Area: 37.687 103 km2 GE Qmax Basic statistical characteristics Qmax qmax min max cs cv Med. trend m3/s l/s/km2 m3/s m3/s m3/s 1876-2005 1521 40.4 762 2667 0.32 0.30 1490 4.0101 Period Qmax qmax min max cs cv Period Qmax St.dev qmax cs cv 1871-1880 1886-1915 1881-1890 1901-1930 1419 379 37.6 -1.42 0.27 1891-1900 1916-1945 1478 490 39.2 0.29 0.33 1901-1910 1931-1960 1486 491 39.4 0.17 0.33 1911-1920 1946-1975 1406 447 37.3 0.49 0.32 1921-1930 1419 37.6 800 1762 -1.42 0.27 1961-1990 1443 447 38.3 0.94 0.31 1931-1940 1337 35.5 762 2400 1.23 0.36 1976-2005 1664 437 44.1 0.36 0.26 1941-1950 1649 43.7 825 2280 -0.56 0.31 1951-1960 1471 39.0 811 2240 -0.06 0.33 ] 1800 1 - 1961-1970 1395 37.0 881 2340 1.04 0.36 s 3 1600 1971-1980 1379 36.6 970 2059 0.58 0.26 1400 1981-1990 1553 41.2 796 2667 1.04 0.32 [m Q 1200 1991-2000 1716 45.5 1159 2375 0.27 0.26 1886- 1901- 1916- 1931- 1946- 1961- 1976- 2001-2006 1785 47.4 1179 2400 0.07 0.20 1915 1930 1945 1960 1975 1990 2005 Long term 30-year discharge. ] 1 2700 - .s 3 2200 1700 Q Q [m 1200 700 1870 1890 1910 1930 1950 1970 1990 2010 Maximum annual discharge, differences from 7-year moving averages. 1900 ] 1800 1 - s 1700 3 1600 1500 Q Q [m 1400 1300 1200 1871- 1881- 1891- 1901- 1911- 1921- 1931- 1941- 1951- 1961- 1971- 1981- 1991- 2001- 1880 1890 1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 2006 Long term 10-year discharge. 0.30 0.20 0.10 0.00 -0.10 autocorrelation - -0.20 R -0.30 1 11 Autocorrelogram of yearly discharge. 5 Flood regime of rivers in the Danube River basin App. I.3 River: Danube Station: Hofkirchen Area: 47.496 103 km2 GE Qmax Basic statistical characteristics Qmax qmax min max cs cv Med. trend m3/s l/s/km2 m3/s m3/s m3/s 1876-2005 1901 40.0 900 3700 0.66 0.29 1850 3.5483 Period Qmax qmax min max cs cv Period Qmax St.dev qmax cs cv 1871-1880 1886-1915 1802 474 37.9 0.75 0.26 1881-1890 1846 38.9 1250 3700 1.74 0.47 1901-1930 1823 430 38.4 0.14 0.24 1891-1900 1900 40.0 900 2450 -0.82 0.28 1916-1945 1881 521 39.6 0.03 0.28 1901-1910 1714 36.1 1250 2330 0.17 0.19 1931-1960 1908 572 40.2 0.34 0.30 1911-1920 1935 40.7 1350 2830 0.69 0.24 1946-1975 1826 579 38.4 0.73 0.32 1921-1930 1821 38.3 947 2490 -0.69 0.27 1961-1990 1812 518 38.1 0.73 0.29 1931-1940 1683 35.4 956 2780 0.99 0.30 1976-2005 2083 505 43.9 0.45 0.24 1941-1950 2109 44.4 1100 2600 -1.14 0.24 1951-1960 1932 40.7 1090 3320 0.87 0.34 2300 ] 1 1961-1970 1734 36.5 1220 2926 1.22 0.34 - 2100 s 1971-1980 1758 37.0 1279 2503 0.54 0.25 3 1900 1981-1990 1943 40.9 1081 3020 0.47 0.28 1700 Q [m Q 1991-2000 2131 44.9 1528 3300 1.08 0.25 1500 1886- 1901- 1916- 1931- 1946- 1961- 1976- 2001-2010 2067 43.5 1400 2899 0.23 0.24 1915 1930 1945 1960 1975 1990 2005 Long term 30-year discharge.