Caudales Maximo Preg 01 Pract 13

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practica N° 13 (GRUPO 2) METODO RACIONAL C I A(Ha) Q (M3/S) 0.747 181.5 25.8645 9.7369 C I A (Km2) Q (M3/S) 1 1 1 0.27777777778 Kirpich H L Tc 365.85 3587 25.63761808 Australiana S A L Tc 1 1 1 58 George Rivero L p S Tc 1 1 1 15.656729809 EJEMPLO 0.45 0.68 Area total Area ocup x Area ocup x Long. Max. D Difer. De cotas m2 m2 m2 m m 258645 84636 75984 3587 365.85 %area de pastos % area de cultivo

description

hidrologia

Transcript of Caudales Maximo Preg 01 Pract 13

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practica N° 13 (GRUPO 2)

METODO RACIONALC I A(Ha) Q (M3/S)

0.747 181.5 25.8645 9.7369

C I A (Km2) Q (M3/S)1 1 1 0.27777777778

Kirpich

H L Tc365.85 3587 25.637618077

AustralianaS A L Tc

1 1 1 58

George RiveroL p S Tc

1 1 1 15.656729809

EJEMPLO 0.45 0.68

Area total Area ocup x edArea ocup x Long. Max. Del Difer. De cotasm2 m2 m2 m m

258645 84636 75984 3587 365.85

%area de pastos

% area de cultivo

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Ha Ha Ha25.8645 8.4636 7.5984

Area de edif y parq.m2 Ha c1 0.95

160620 16.062 A1Pendiente Area sin constArea pastos Area culti.S m2 m2 m2

10.199330917201 98025 44111.25 109221.6Ha Ha A2 Ha A3

9.8025 4.411125 10.92216c2 c3

0.3 0.25C

0.7467

Intensidad

Metodo Mac Math

Q C I A S0.0091 1 1 1 1

METODO BURKLI - ZIEGER

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Q C I A S36.1477058102 0.3 11.11 9318 0.073

METODO DE KRESNIKQ α A

293.683268169331 1 93.18

Metodo de Lebediev

ano caudalQ Q/Qm -1 (Q/Qm -1)^2 (Q/Qm -1)^3

1970 1660 0.73223416 0.5361668719 0.392599701571971 917 -0.04309715 0.0018573644 -8.0047116E-051972 3800 2.96535532 8.7933321543 26.07535425541973 1410 0.47135553 0.2221760313 0.104723899981974 2280 1.37921319 1.9022290235 2.623579359711975 618 -0.355108 0.1261016943 -0.044779720941976 683 -0.28727956 0.0825295442 -0.023709050941977 934 -0.0253574 0.0006429979 -1.6304758E-051978 779 -0.18710216 0.0350072183 -0.006549926161979 921 -0.03892309 0.0015150072 -5.8968765E-051980 876 -0.08588125 0.0073755888 -0.000633424771981 740 -0.22779923 0.0518924882 -0.011821068741982 1120 0.1687363 0.0284719402 0.004804249961983 610 -0.36345612 0.1321003513 -0.04801268117

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1984 1150 0.20004174 0.040016698 0.008005009921985 563 -0.4125013 0.1701573261 -0.070190118981986 520 -0.45737243 0.20918954 -0.095677528331987 360 -0.62433476 0.3897938919 -0.243361875731988 367 -0.61703016 0.3807262154 -0.234919556651989 658 -0.31336742 0.0981991408 -0.03077241156 Cv1990 824 -0.14014401 0.0196403421 -0.00275247621 0.688110581991 850 -0.11301263 0.0127718538 -0.001443380741992 1230 0.28352291 0.0803852377 0.02279105614 Er para 2%1993 522 -0.4552854 0.2072847966 -0.09437374178 0.951994 581 -0.39371804 0.1550138969 -0.061031768021995 557 -0.41876239 0.1753619407 -0.07343498572 Qmax1996 818 -0.14640509 0.0214344511 -0.00313811279 1584.745551997 1030 0.07481999 0.0055980315 0.000418844681998 418 -0.56381092 0.3178827481 -0.17922576311999 953 -0.00553063 3.058784E-05 -1.6916992E-07

suma 28749 14.204884974 28.0062932952prom 958.3

METODO PLAN MERISS

P H r#NUM! 1 0.92

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practica N° 13 (GRUPO 2)

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Cs Cs considerando que es producida por tormenta2.86523124 2.06433173

Er para 1%1.02

Qmax1630.90469