online_sediment_51:   Calculation of reservoir design life Formulas for sediment yield For Q < 2: S = 1280 Q0.46[1.43 - 0.26 log(A)] For Q ≥ 2: S = 1965 e-0.055Q[1.43 - 0.26 log(A)] [ Q (in),  A (mi2),  Y (tons/mi2/yr) ] Reference Ponce, V. M., 1989. Engineering Hydrology, Principles and Practices, Prentice Hall, pages 567-569. INPUT DATA: Select:       SI units (metric) U.S. Customary Choose SI or U.S. Customary units: Reservoir capacity V (hm3) [ac-ft]:        Catchment area A (km2) [mi2]:        Mean annual runoff Q (mm) [in.]:        Sediment yield S (M. tons/km2) [tons/mi2]:        [ Leave blank if you want the program to calculate S ]. Specific weight of sediments W (N/m3) [lbs/ft3]:        Sediment size:       fine grained medium grained coarse grained Number of discrete intervals n:      [ Leave blank if you want the program to set default n = 10 ] OUTPUT: i Reservoir capacity (hm3) Accumulated sediment deposits (hm3) C/I ratio Average C/I ratio Trap efficiency (%) Time to fill (yr) Cumulative time (yr) 0 0 0 0 0 0 0 0   Your request was processed at  07:47:34 am on December 23rd, 2024   [ 241223  07:47:34 ]. Thank you for running online_sediment_51.   Please call again.   [070613]