online_wsprofiles_32:   H2 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 flow depth at the downstream boundary yd (m) (a subcritical supernormal flow depth) [If left blank, program will use critical depth]:     Enter flow depth at the upstream boundary yu (m) [Headwater flow depth, see figure; do not leave blank]:     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]:     ECHO OF INPUT: Discharge Q =   m3/s             Bottom width B =   m             Side slope z =    [m/m] Manning's n =    Critical depth at the downstream boundary   yc =  0 m   [ yc was calculated by default ] Flow depth at the upstream boundary   yu =  0 m   Number of computational intervals n =                Number of tabular output intervals m =    OUTPUT: Computational depth interval Δy =   0 m.                    Tabular output depth interval (Δy)t =   0 m. 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  08:45:30 pm on August 28th, 2008   [ 080828  20:45:30 ]. Thank you for running online_wsprofiles_32.   Please call again.   [Version 1.0.0,   070509]

 

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