Vízrajzi Évkönyv 95., 1990 (Budapest, 1991)

Tartalomjegyzék

Vízfolyás: R А В A A vasúti híd felett 175 m-rel Szelvény: Sárvár Napi középvízhozamok m3/s Nap Jan Febr Márc Apr Máj Jún Júl Aug Szept Okt Nov Dec f ITS 18.9 18.1 15 8 22.fi 06 29 4 iti 10.8 14.5 2fi.fi s? a 2 15.0 18.8 18.1 15.4 22.2 20.6 358 15.4 11.7 14.3 76.3 334 3 18.3 17.3 15.0 18.9 20.8 20.8 81.5 18.5 13.1 12.5 128 20.5 4 13.5 17.4 140 14.9 18.9 20.8 50.8 15.6 14.9 14.5 104 27.5 5 14.1. 18.1 143 13.3 17.9 23.5 40.7 13.3 13.8 17.3 88.1 28.4 в 13.5. 15.8 13.4 13.1 17.0 20.8 38 1 14.1 19.2 15.2 51.3 25.1 7 12.2. 15.2 133 11.1 18.7 23.0 32.0 14.5 15.3 12.4 42.1 253 8 11.4. 13.8 133 14.0 15.9 27.2 31.7 183 13.8 12.5 37.4 23.7 9 11.7. 13.1 13.0 29.0 14.8 27.0 28.7 18.9 13.5 11.0 32.2 233 10 14.9. 14.1 13.9 30.1 13.2 52.3 27.7 14.8 12.8 19.2 29.8 24J 11 13.8. 13.7 12.8 23.1 15.1 106 43.0 14.4 11.8 19.8 28.7 47.8 12 11.7 13.7 13.0 19.5 18.0 101 96.1 13.8 12.1 15.4 25.8 73.8 13 10.7 14.5 17.1 17.4 18.3 55.3 582 136 11.6 13.4 24.5 585 14 12.3 14.8 18.1 18.5 15.9 50.7 38.5 12.8 10.8 15.0 23.8 45.7 15 12.8 13.8 17.8 18.2 16.4 57.0 35.0 13.0 10.8 13.8 22.8 39.0 15 13.1 14.3 143 15.7 18.1 84.5 31.1 14.0 10.2 12.4 23.0 353 17 14.8. 18.0 14.7 18.4 17.8 62.8 27.7 112 10.8 11.8 21.1 32.1 18 13.9. 15.5 14.8 14.8 27.1 57.8 25.3 12.8 9.93 13.2 20.4 303 19 13.8 15.1 13.7 14.8 25.2 82.3 25.2 152 9.83 13.0 20.5 284 20 14.1 13.4 133 14.8 24.4 73.8 22.7 19.4 10.8 13.5 22.0 285 21 14.9 13.8 113 18.1 17.2 44.1 232 15.9 14.5 13.4 21.5 273 22 14.7 14.8 12.4 23.1 18.0 41.7 22.1 28.0 18.9 15.3 21.7 283 23 14.3. 18.4 14.1 32.4 19.0 41.2 20.8 31.0 18.8 18.8 29.8 24.4 24 13.9. 13.8 13.9 39.9 19.9 34.8 18.0 202 14.7 14.9 299 245 25 13.7 14.2 143 87.3 384 34.1 18.5 173 18.2 12.7 27.4 245 26 14.4 17.8 17.7 47.8 41.9 31.8 18.0 14.8 41.0 12.8 24.8 233 27 18.1 14.5 18.1 38.8 80.2 28.3 18.5 13.8 27.2 14.4 23.7 22.5 28 22.5 14.3 12.9 30.7 392 27.8 17.3 13.8 19.8 15.0 37.0 23.7 29 18.9 18.5 27.3 30.9 29.8 17.0 12.8 18.5 27.8 58.1 233 30 17.2­21.1 25.0 28.4 34.8 17.0 11.1 18.2 25.3 44.8 22.7 31 18.5­18.4 * 24.7 * 17.2 10.4 * 37.0 22.0 KQ 10.2 10.2 103 10.2 11.4 18.3 14.2 9.83 9.83 10.2 19.8 20.4 Ü Kő 14.3 15.0 14.9 23.0 234 43.2 32.3 15.8 15.1 15.9 383 30.9- NQ 24.9 22.2 23.5 75.4 89.7 125 102 413 49.2 44.5 144 823 S KQ 11.4 11.0 18.8 14.3 15.4 11.8 10.2 8.69 930 8.89 9.07 6.84 s Kó 32.3 34.4 50.8 39 7 384 33.5 26.7 31.1 24.8 38.3 27.6 30.4 ^ *NQ 177 347 324 139 170 122 92.8 188 138 425 180 184 Évi: KQ KKQ KÖQ KNQ NQ I/IOAtH/ 1900 9.83 23.5 144 741 1980/89 8.84 11.3 33.9 224 425 1088 Vízfolyás: R ABA Szelvény: Árpás A közúti híd felett 50 m-rel Napi középvízhozamok m3/s Nap Jan Febr Márc Apr Máj Jún Júl Aug Szept Okt Nov Dec 1 15.1 20.8 21.9 18.5 28.1 23.0 294 13.4 3.97 12.4 42.2 41.0 2 17.8 22.0 19.3 15.0 25.8 21.2 28.8 11.9 3.91 12.2 48.1 35.8 3 18.2 18.0 19.5 13.1 23.8 19.8 83.5 5.42 4.89 12.1 110 31.7 4 17.1 18.2 17.9 11.5 22.5 19.5 50 3 8.90 8.21 11.3 125 28.8 5 17.3 21.4 18.9 13.8 19.9 21.4 41.4 831 9.72 12.9 77.4 27.2 6 16.6 20.4 18.3 11.9 20.8 20.4 39.3 5.82 539 10.7 58.9 28.3 7 17.4 17.8 18.8 13.4 19.1 19.7 324 4.87 8.21 10.7 45.7 28.0 8 27.8 15.1 13.5 13.8 18.5 21.9 314 529 8.02 12.3 39.8 25.0 9 20.2 18.5 15.5 19.7 17.9 27.2 29 2 8.80 8.78 12.4 35.0 24.0 10 28.0 14.8 15.8 33.4 17.8 34.3 26.3 12.8 12.1 13.8 Э1Л 24.3 11 20.8 18.6 17.1 27.5 17.1 72.8 27 2 9.58 112 17.8 29.1 25.4 12 21.8 20.0 17.5 22.8 17.8 112 898 8.78 8.54 14.5 28.1 838 13 18.7 13.3 17.2 21.3 18.2 87.9 71.8 8.10 8.05 14.0 28.1 61.9 14 19.8 17.8 19.1 19.1 18.7 48.1 41.9 5.87 8.73 12.8 23.3 50.2 15 19.4 19.8 18.3 18.0 15.1 492 35.7 528 5.74 11.8 23.8 41.8 18 18.6 18 4 17.4 18 4 18.4 80.8 31.1 433 5.57 11.5 235 37.2 17 18.0 18.6 17.3 15.5 14.7 82.3 27.8 4.75 4.47 10.5 22.5 33.9 18 17.8 19.4 17.4 18.5 18.2 56.7 258 8.15 5.00 11.8 21.1 30.9 19 19.2 20.5 15.8 18.7 23.0 50.8 24.3 737 5.30 11.4 21.4 30.1 20 19.3 20.5 14.8 17.0 24.1 70.8 21.8 9.85 5.08 9.45 21.4 29.0 21 21.4 17.6 15.5 18.5 23.0 54.7 21.4 9.09 5.40 11.1 21.1 28.1 22 18.5 18.5 15.8 23 3 184 41.2 20.0 7.44 10.8 10.8 21.9 28.3 23 14.9 14.4 14.1 31.7 17.9 43.3 19.1 18.0 172 11.8 239 24.7 ­24 18.2 18.5 12.9 35 4 19.0 39 4 17.8 17.3 14.1 13.8 31.7 25.1 25 18.4 184 123 58.3 23.9 38.9 18.9 10.2 10.8 11.8 29.0 232 28 18.9 21.9 12.1 55.8 25.4 35.1 189 7.92 234 12.3 28.0 234 27 15.9 17.8 12.1 44 4 585 31.2 15.1 8.87 27.0 11.7 22.8 282 28 23 5 17.8 12.7 37.2 50.8 27.9 13.8 7.17 18.8 11.8 21.4 235 29 28 1 14.6 32.7 33 1 28.3 12.8 8.10 18.1 15.9 47.5 23.9 30 227 17.5 30.4 28.3 28.3 13.7 5.97 13.0 32.1 499 239 31 21.1 18.2 26.6 ' 13.0 4.89 * 34.2 21.7 KO e.7o 6.70 6.70 10.2 ISO 17.5 114 3.80 3.80 a 20 12.2 ll.fl á KÓQ 19.3 18.1 18.2 24.0 23.2 41.5 30J 7.94 9.72 13.7 38.2 31.0- NQ 39 4 37.8 32.5 88 9 75.9 117 91.1 34.0 38.5 45.5 135 734 2 KQ B.42I 8.21 15.2 12.5 14.3 9.80 8.52 3.83 5.40 8.18 5.48 5.17 | KÖQ 41.3 43.2 57.0 41.0 348 30.6 22.3 27.3 21.0 413 28.8 35.1 T NQ 184 307 298 188 175 119 80 0 183 118 353 250 223 Évi. KQ KKQ KÓQ KNC NQ 1/10бтЗ/ 1900 3.80 22.7 135 717 1960/89 3.83 7.59 35.3 217 353 1113 V í z h о z amtartósságok Nap 1990 1965/89 1980/89 % m3/s 1.0 аз 128 248 241 30 as 108 20C 188 3.0 0.8 104 176 188 3.8 1.0 102 187 188 4.0 1.1 101 180 183 5.0 1.4 98.1 148 148 7.0 1.9 80.2 118 11C 73 30 79.0 118 114 10.0 37 73.8 100 100 11.0 3.0 88.1 100 90.1 18.3 5.0 58.8 81.3 73.6 20.0 5.5 58.2 80.1 70.9 30.0 8.2 44.1 81.3 585 385 10.0 40.8 57.9 54.8 50.0 13.7 35.2 40.3 48.0 80.0 16.4 31.7 43.8 43.5 90.0 24.7 27.2 37.3 35.8 100.0 27.4 25.3 34.8 34.5 120.0 32.9 23.2 32.4 31.2 121.7 33.3 23.1 31.8 31.1 150.0 41.1 19.9 29.8 28.6 1825 50.0 17.3 28 4 28.2 200.0 54.8 18 4 24.3 23 6 240.0 85.8 14.P 20.6 20.3 292.0 80.0 i3.e 17.7 18.3 300.0 82.2 13.8 18.8 15.5 328.5 90.0 12.8 15.0 13.8 348.8 95.0 11.7 13.0 12.? 350.0 95 9 11.4 12.8 12.6 354.1 97.0 11.• i2.e 12.0 357.7 98.0 10.6 11.7 11.7 380.0 98.6 10.6 11.G 11.2 381.4 99.0 105 10.6 10.7 385.0 100.0 9.83 8.05 8.0Í. Évi fajlagos lefolyás l/s.Km2 Év. Idöuak Kq Kóc NC 1990 1.77 4.22 25.9 1960/89 1.23 8.08 784 Vízgyűjtőterület: 5560 кт* Vízhoza mtartó s s á g о k Nap 1990 1985/89 1980/89 % m3/s 1.0 аз 125 248 280 2.0 0.5 112 221 23' 3.0 0.8 110 202 208 3.8 1.0 00.4 177 104 4.0 1.1 77.4 174 194 5.0 1.4 72.e 181 170 7.0 1.9 70.6 135 137 7.3 2.0 70.3 134 136 10.0 2.7 83.5 112 108 11.0 3.0 62.8 106 106 18.3 5.0 57.8 84.0 854 20.0 5.5 55.6 83 ; 81.7 30.0 a2 45.7 83 Л 836 38.5 10.0 41.3 58.5 81.C 50.0 13.7 34.3 so.: 51 - j 80.0 18 4 31.7 44.6 47.9 ! 90.0 24.7 28.3 38.9 J8.P i 100.0 27.4 25.6 35.: Э8.С 1 120.0 32.9 23.3 32 7 32. t 121.7 33.3 23.0 32 6 32.6 150.0 41.1 21.1 28 4 28 < 182.5 50.0 18.6 25.0 244 200.0 54.8 17.8 22.5 22.2 240.0 85.8 18 4 19.3 19.2 292.0 80.0 12.3 15.3 14.6 300.0 82.2 11.9 14.0 13.6 328.5 90.0 8.30 11.9 11.5 346.8 95.0 5.83 10.3 0.2; 350.0 95.9 5.57 9.3' 9.0C 354 1 97.0 5.30 8.83 84 357.7 98.0 4.95 7.82 7.8,- j 380 0 986 4.75 7.76 7.7: 381.4 99.0 4.59 7.20 7.3C ! 385.0 100.0 3.91 4.07 4.СГ Évi fajlagos lefolyás l/s.km2 Év. Időszak Ко Kóc NC 1900 0.58 3.4c 20 ­1080/80 0.58 5.34 53 4 Vizgyújtőte rűlet: 8610 .m­- 184-

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