Laserfiche WebLink
North Eagleview Regional Drainage Ohmnel <br />Final Design - Modify Emleview Pond soillwav. flume over #3 Diich. BBcfs. 100 yr storm XP-SWMM RUN oev3-1OO.xo <br />' End of time step Do-loop in Runoff <br />.a+a+~tra******a~*+~ia*****.+:x+*.+**+****+***** <br />Final Date (MO/Day/Year) - 6/ 2/ 96 <br />Total number of time steps = . 152 <br />Final Julian Date = 96154 <br />Final time of day = 0. secontls. <br />Final time of day = 0.00 hours. <br />Final run Wing time = 24.0000 hours. <br />Final running time 1.0000 tlays. <br />* Extrapolation Summary for Watersheds <br />* Explains the number of time steps and iterations <br />* used in the solution of the sub ca tchmen ts. <br />* % Steps =_> Total Number o£ Extrapolated Steps <br />* % Calls =_> Total Number of OVERLND Calls <br />**r***a++*~~~******:.+*****:r*+*******************r* <br />S ubcatchment % Steps # Calls Su bcatchment # Steps # Calls <br />F CBC 1+e1#1 1918 262 <br />#AAAAYA%Y%94A#%AAA##%A%/#XAY A##AA#%A#A#A/Y#AA%%%%YR9AAAAA <br /># Rainfall input summary from Runo £f Continuity Check A <br />#A%BAY/%d%%%Y#Y%%AtlYYYAAA%#AR%ABYAYY##%YAY##%/Y%%%%%%A%%tl <br />Total rainfall read for gage A 1 is 3.2000 in <br />Total rainfall read for gage # 1 is 120.00 minutes <br />* Table R5. CONTINUITY CHECK FOR SURFACE WATER * <br />* Any continuity er mr can be fixetl by lowering the <br />* wet and transition time step. The transition time <br />* should not be much greater Chan the wet time <br />*+:~*ss+~+'~*~'~*'~+~~~*~a~~a•x•+x*r~r*+*•*x*x++r~sf step. ' <br />~+~r~~~+ <br /> Inches over <br /> cubic feet Total Basin <br />Total Pcecipita Lion (Rain plus Snow) 5.487253E+OS 3.230 <br />Total Infiltration 2.302829E+05 1.356 <br />Total Evaporation 1.693986E+04 0.100 <br />Surface Runoff from Watersheds -3.015943E+05 1.]95 <br />Total Water remaining in Surface Storage 0.000000E+00 0.000 <br />Infiltration over the Pervious Area... 2.302829E+OS 1.369 <br />Infiltration + Evaporation + <br />Surface Runoff + Snow removal + <br />water remaining in Surface Storage + <br />Water remaining in Snow Cover......... 5.488151E+OS 3.231 <br />Total precipitation + Initial Storage. 5.487253E+OS 3.230 <br />The er mr in continuity is calculated as <br />' Precipitation + Initial Snow Cover <br />' - Infiltration - ' <br />'Evaporation - Snow removal - ' <br />'Surface Runoff from watersheds - ' <br />'water in Surface Storage - ' <br />*watec remaining in snow Cover ' <br />' Precipita Lion + Initial Snow Cover ' <br />Percent Continuity Error ............... -0.016 <br /> <br />* Table R6. Continuity Check for Channel/Pipes <br />* You should have zero continuity er mr ' <br />* if you are not using runoff hydraulics <br /> Inches over <br /> cubic feet Total Basin <br />Initial Channel/Pipe Storage .... ............ 0.000000E+00 0. 000 <br />Final Che noel/Pipe Storage ...... ......... ... 0.000000E+00 0. 000 <br />Surface Runoff from Watersheds .. ............ 3.015943E+00 1. ]]5 <br />Groun tlwat er Subsurface Inflow ... ............ 0.000000E+00 0. 000 <br />Evaporation Loss from Channels ... ........... 0.000000E+00 0. 000 <br />Model °gev3-1OO.xp° Page 5 of 36 <br />