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Groundwater Subsurface Inflow ............... <br />1.111111E-91 <br />1.116 <br />Evaporation loss froe channels .............. <br />2.9/1339EW <br />1.111 <br />Channel/Pipe/Inlet outflow .................. <br />6.219396E+1l <br />2.516 <br />Initial Storage + Inflow .................... <br />6.239223E+81 <br />2.528 <br />Final Storage + outflow ..................... <br />6.231912E+1/ <br />2.526 <br />Illlllltlttlttlltltllltttlltllltlltlttttlltl <br />1 Final Storage + outflow + Evaporation - 1 <br />t Natershed Runoff - 6roundwater Inflow - 1 <br />t Initial Channel/Pipe Storage 1 <br />1---------------------------------- 1 <br />t Final Storage + outflow + Evaporation t <br />t111tItItllttltlltlttllttttlt111llltlllltltl <br />Error ....................................... <br />-1.169 Percent <br />l <br />RAINFALL <br />1N <br />IN/HR <br />l.Ml I---------1---------1---------I---------1---------I---------1---------1---------I---------I---------I <br />I <br />I <br />I <br />1 <br />1 <br />1 its <br />1 <br />1 <br />I I! <br />I II <br />1 <br />I <br />1 II <br />1 <br />1 II <br />1 <br />1 ft <br />I.B11 - 1 t <br />I <br />1 II <br />I II <br />I <br />1 <br />I II <br />1 <br />1 II <br />1 <br />1 II <br />I <br />I II <br />I <br />I II <br />1 <br />1 It <br />1.611 - I I <br />1 <br />I II <br />1 <br />I II <br />1 <br />1 <br />I II <br />l <br />1 II <br />I II <br />I <br />I <br />I II <br />I <br />I II <br />I <br />1 II <br />1.111 - <br />1 I I <br />I <br />11 - <br />1 <br />It It I <br />1 <br />I <br />I I <br />1 <br />I I I <br />1 <br />I <br />I I <br />I <br />I <br />1 tt <br />1 <br />! <br />I I <br />I <br />1 <br />I I <br />1 <br />1 <br />It 1 <br />1.211 <br />I t I <br />1 <br />II to I <br />I <br />to to l <br />1 <br />It to 1 <br />1 <br />It Itt I <br />