online_wsprofiles_25:   S2 water-surface profile Description Example Summary Reference Disclaimer INPUT DATA: Enter discharge Q (m3/s):              Enter bottom width B (m):              Enter size slope z (z H:1 V):     Enter Manning's n:              Enter bottom slope So (m/m):     Enter number of computational intervals n (suggested range 50-200) [If left blank, a default value of 100 will be used]:     Enter number of tabular output intervals m (suggested range 10-50) [If left blank, a default value of 10 will be used]:     Enter flow depth at the upstream boundary yd (m) [If left blank, program will use critical depth]:     To calculate critical depth, the program requires the following hydraulic and geometric data for the upstream channel: [Leave any box blank if the value is the same as the corresponding value entered above]. Enter u/s discharge Qu/s (m3/s):              Enter u/s bottom width Bu/s (m):              Enter u/s size slope zu/s (z H:1 V):     ECHO OF INPUT: Discharge Q =   m3/s             Bottom width B =   m             Side slope z =    [m/m] Manning's n =                Bottom slope So =    [m/m] Number of computational intervals n =                Number of tabular output intervals m =    Flow depth at the upstream boundary   yc =  0 m   [ yc was calculated by default ] Discharge Qu/s =   m3             Bottom width Bu/s =   m             Side slope zu/s =    [m/m]              OUTPUT: Computational depth interval Δy =   0 m.                    Tabular output depth interval (Δy)t =   0 m. Normal depth yn =   0 m.                    Normal-depth Froude number Fn =   0 k Depth (m) Area (m2) Velocity (m/s) Velocity head (m) Specific head (m) Wetted perimeter (m) Hydraulic radius (m) Friction slope (m/m) Average slope (m/m) Specific head difference (m) Length increment (m) Total length (m) 0 0 0 0 0 0 0 0 0 0 0 0 0   Your request was processed at  02:42:02 pm on August 20th, 2008   [ 080820  14:42:02 ]. Thank you for running online_wsprofiles_25.   Please call again.   [Version 1.0.0,   070502]

 

online calc
normal depth	critical depth	discharge in culvert	critical slope	sequent depth HJ	energy loss HJ
discharge sluice	discharge weir	discharge channel	initial sequent HJ	critical constriction	efficiency HJ
M1 wsprofile	M2 wsprofile	M3 wsprofile	S1 wsprofile	S2 wsprofile	S3 wsprofile
C1 wsprofile	H2 wsprofile	A2 wsprofile	C3 wsprofile	H3 wsprofile	A3 wsprofile
tractive force				ogee spillway	Hazen-Williams
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	Thornthwaite	Priestley-Taylor
Gumbel	Gumbel 2	Log Pearson	Log Pearson 2	TR-55 graphical	convolution
S-hydrograph	curve number	time of concentration
hyperbolic regression		one-predictor linear	one-predictor nonlinear	two-predictor linear	two-predictor nonlinear
USLE	Dendy-Bolton	Shields	Duboys	Colby	reservoir design life