enlinea_gumbel2:   La frecuencia de inundación por el método Gumbel 2 (extendido a 10000 años)La frecuencia de inundación por el método Gumbel 2 (extendido a 10000 años) Fórmulas 1/T = 1 - e-e-y                y = - ln {ln [T/(T-1)]} x = xave + Ks                y = yn,ave + Kσn Bibliografía Ponce, V. M., 1989. Engineering Hydrology, Principles and Practices, Prentice Hall, pages 223-226. DATOS DE ENTRADA: Flujo (opcional):   Seleccione:    Unidades métricas Unidades EE.UU. [Escoger SI (métrics) o Unidades EE.UU.]. [Ejemplo de archivo de entrada]   [Archivo de salida de muestra]  [Obsérvese que el método también se puede usar con datos de precipitación (cm, mm o in); en este caso, las unidades de salida son iguales a las unidades de entrada]. Ingrese la longitud de la serie de inundaciones (número de años):      Ingresar serie de inundaciones Q (m3 s-1 ) [ft3 s-1] (separar cada valor con una coma; la longitud máxima de la cadena es de 720 caracteres):      Warning: Undefined variable $unitsystems in /var/www/html/ponce/enlineagumbel2.php on line 347 Warning: Undefined variable $dischargeunits in /var/www/html/ponce/enlineagumbel2.php on line 349 ECHO DE ENTRADA: Warning: Undefined variable $alpha in /var/www/html/ponce/enlineagumbel2.php on line 366 Corriente:   Warning: Undefined variable $nin in /var/www/html/ponce/enlineagumbel2.php on line 370 n =   Warning: Undefined variable $nin in /var/www/html/ponce/enlineagumbel2.php on line 372 Warning: Undefined variable $j in /var/www/html/ponce/enlineagumbel2.php on line 378 Warning: Undefined variable $dis in /var/www/html/ponce/enlineagumbel2.php on line 379 Warning: Trying to access array offset on null in /var/www/html/ponce/enlineagumbel2.php on line 379 Q(1) =  .    SALIDA: i Periodo de retorno T (yr) Probabilidad P (percent) Gumbel variate y Warning: Undefined variable $unitsystems in /var/www/html/ponce/enlineagumbel2.php on line 397 Descarga de inundación Q (m3/s) 0 0 0 0 0   Su solicitud fue procesada en  10:55:07 pm on April 3rd, 2025   [ 250403  22:55:07 ]. Gracias por correr enlinea_gumbel.     [171010]

 

online calc
normal depth	critical depth	normal and critical depth		discharge in channel	critical slope
normal depth in culvert	critical depth in culvert	discharge in culvert		discharge sluice	discharge weir
M1 wsprofile	M2 wsprofile	M3 wsprofile	S1 wsprofile	S2 wsprofile	S3 wsprofile
C1 wsprofile	H2 wsprofile	A2 wsprofile	C3 wsprofile	H3 wsprofile	A3 wsprofile
sequent depth HJ	energy loss HJ	initial sequent HJ	efficiency HJ	critical width constriction
ogee spillway	Hazen-Williams	parallel pipes	three reservoirs	tractive force
V-notch weir	V-notch partially contracted	Cipolletti weir	Rectangular weir	Standard contracted rectangular weir	Standard suppressed rectangular weir
Froude number		Vedernikov number		Limiting contracting ratio
Creager	rational	slope-area	linear reservoir	storage indication 1	storage indication 2
Muskingum	Muskingum-Cunge	time-area	Clark UH	Cascade of linear reservoirs
USGS Methods for magnitude of floods in California	Kinematic wave applicability	Diffusion wave applicability	Clark's unit hydrography compared to Ponce's version	Correlation coefficient of a joint probability distribution	Storage volume of a detention basin
Blaney-Criddle	Penman	Penman-Monteith reference crop	Thornthwaite	Priestley-Taylor	Penman-Monteith ecosystems
Gumbel	Gumbel 2	Log Pearson	Log Pearson 2	TR-55 graphical	curve number
Overland flow using the diffusion wave method	Dynamic hydraulic diffusivity	convolution	S-hydrograph	time of concentration	water balance
UH cascade	dimensionless UH cascade		general UH cascade	series UH cascade	all series UH cascade
one-predictor linear	one-predictor nonlinear	two-predictor linear	two-predictor nonlinear	hyperbolic regression
fall velocity	Lane & Koelzer	USLE	USLE2	Dendy-Bolton	Shields
Duboys	Meyer-Peter	Colby 1957	Colby	reservoir design life	Equilibrium channel top width using the Lane et al. theory
Modified Einstein Procedure		bridge scour using Melville equation
DO sag	DO sag analysis		Oxygenation	Salinity (EC to TDS)