enlinearouting08:   Cascada de los embalses lineales  Fórmulas C = Δt/K          C1 = C/(2+C)           C2 = (2-C)/(2+C) Qj+1n+1 = 2C1(Qaverage)j + C2Qj+1n Bibliografía Ponce, V. M. 1989. Engineering Hydrology, Principles and Practices. Prentice Hall, pages 313-317. Ejemplo DATOS DE ENTRADA: Área de la cuenca A (km2):      Constante de almacenamiento K (hr):      Número de depósitos N:      Intervalo de tiempo Δt (hr):      Número de incrementos de intensidad de lluvia [efectiva]:      Increments of [effective] rainfall intensity Ij (cm/hr) (separar cada valor con una coma; la longitud máxima de la cadena es de 200 caracteres). Ij:      ECHO DE ENTRADA: Warning: Undefined variable $basinarea in /var/www/html/ponce/enlineatransito08.php on line 272 Área de la cuenca A =   km2                Warning: Undefined variable $kstorage in /var/www/html/ponce/enlineatransito08.php on line 274 constante de almacenamiento K =   hr                Warning: Undefined variable $numberres in /var/www/html/ponce/enlineatransito08.php on line 275 número de depósitos N =                   Warning: Undefined variable $deltat in /var/www/html/ponce/enlineatransito08.php on line 276 intervalo de tiempo Δt =   hr                Warning: Undefined variable $numberint in /var/www/html/ponce/enlineatransito08.php on line 278 Número de incrementos de intensidad de lluvia [efectiva] =   Warning: Undefined variable $numberint in /var/www/html/ponce/enlineatransito08.php on line 280 Warning: Undefined variable $intensity in /var/www/html/ponce/enlineatransito08.php on line 285 Warning: Trying to access array offset on null in /var/www/html/ponce/enlineatransito08.php on line 285 Ij  (0) =  .    SALIDA: Intervalo de tiempo Hora (hr) Salida (km2-cm/hr) Salida (m3/s) 0 0       Su solicitud fue procesada en  10:56:15 pm on April 3rd, 2025   [ 250403  22:56:15 ]. Gracias por correr enlinearouting08.     [171004]   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)