enlineapendientearea.php Cálculo de descarga de avenida por el método de pendiente-area Instrucciones DATOS DE ENTRADA: Corriente / río (opcional):   /var/www/html/ponce/enlineapendientearea.php on line 206 " > Seleccione:    Unidades SI (m, m2, m3/seg) Unidades U.S. (pie, pies2, pies3/seg) Longitud L:      /var/www/html/ponce/enlineapendientearea.php on line 214 " >   Warning: Undefined variable $lengthunits in /var/www/html/ponce/enlineapendientearea.php on line 214 Caída F:           /var/www/html/ponce/enlineapendientearea.php on line 218 " >   Warning: Undefined variable $lengthunits in /var/www/html/ponce/enlineapendientearea.php on line 218 Número de Manning n:          /var/www/html/ponce/enlineapendientearea.php on line 221 " >   Área aguas arriba Au :   /var/www/html/ponce/enlineapendientearea.php on line 223 " > Warning: Undefined variable $areaunits in /var/www/html/ponce/enlineapendientearea.php on line 223      Área aguas abajo Ad :   /var/www/html/ponce/enlineapendientearea.php on line 225 " > Warning: Undefined variable $areaunits in /var/www/html/ponce/enlineapendientearea.php on line 225 Perímetro mojado aguas arriba Pu :   /var/www/html/ponce/enlineapendientearea.php on line 227 " > Warning: Undefined variable $lengthunits in /var/www/html/ponce/enlineapendientearea.php on line 227      Perímetro mojado aguas abajo Pd :   /var/www/html/ponce/enlineapendientearea.php on line 229 " > Warning: Undefined variable $lengthunits in /var/www/html/ponce/enlineapendientearea.php on line 229 Coeficiente de Coriolis aguas arriba αu :   /var/www/html/ponce/enlineapendientearea.php on line 231 " >      Coeficiente de Coriolis aguas abajo αd :   /var/www/html/ponce/enlineapendientearea.php on line 233 " > RESULTADOS: Warning: Undefined variable $messagewarning in /var/www/html/ponce/enlineapendientearea.php on line 244 Warning: Undefined variable $message1 in /var/www/html/ponce/enlineapendientearea.php on line 245 Warning: Undefined variable $unitsystem in /var/www/html/ponce/enlineapendientearea.php on line 246 Warning: Undefined variable $unitsystem in /var/www/html/ponce/enlineapendientearea.php on line 253   Su pedido fue procesado el 250411 a horas 17:03:28. Gracias por usar   enlineapendientearea.   [110820]

 

online calc
normal depth	critical depth	discharge in culvert	critical slope	normal and critical depth	tractive force
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	discharge sluice	discharge weir	discharge channel	initial sequent HJ
critical constriction	efficiency HJ	ogee spillway	Hazen-Williams	parallel pipes	three reservoirs
Creager	rational	slope-area	linear reservoir	storage indication 1	storage indication 2
Muskingum	Muskingum-Cunge	time-area	Clark UH	cascade of linear reservoirs
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
convolution		S-hydrograph		time of concentration
UH cascade	dimensionless UH cascade		general UH cascade	series UH cascade	all series UH cascade
hyperbolic regression		one-predictor linear	one-predictor nonlinear	two-predictor linear	two-predictor nonlinear
fall velocity	Lane & Koelzer	USLE	USLE2	Dendy-Bolton	Shields
Duboys	Meyer-Peter	Modified Einstein	Colby 1957	Colby	reservoir design life
DO sag	DO sag analysis		Oxygenation	Salinity (EC to TDS)