Laserfiche WebLink
OUTFLOW 39.01 <br /> ELEVATION 99.00 <br /> }}} WARNING }{{ MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 9. TO 34. <br /> THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OP, OUTFLOWS GREATER THAN PEAK INFLOWS. <br /> THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR IN.REASING 3T7- ,=oE tUSE A LONGER REACH.) <br /> *g} {{{ {}} gg{ ggx <br /> HYDROWli AT STATION FOND <br /> PEAT. FLOW TIME MAXIMUM AVERAGE FLOW <br /> 6-;R 24-HR 72-HR 47.75-4R <br /> + 5+ <br /> iHkl <br /> PEA:: STORAGE TIME v-=.!MUM iVERASE TORAGE <br /> t-HR 24-4R .-HR 47.7--M4 <br /> L. .25 _. i. 1. <br /> PEAK STAGE TIME MAXIMUM AVERAGE STAGE <br /> 6-HR �'4-4R 72-HR 47.75-HR <br /> + EET <br /> >> tHR) <br /> 97.62 .010 46.51 93.77 31.17 7i.13 r <br /> CUMULATIVE AREA = t MI <br /> F 3TATTC.N POND <br /> .0 .0 lE .0 <br /> i 3 i ''?RAGE <br /> J. <br /> 31AHRMN PER <br /> t;,Gct(t li-------------------,---------.---------.---------C---------.---------,---------.5--------.--------- --------- --------- <br /> 10015 2I <br /> 10045 41 O. S <br /> 1:,)100 5I S <br /> 14115 6i 0 s' <br /> 11,111,10 71 1 0 S <br /> 14145 31 0 . <br /> 10215 1011 0 3. <br /> 10 11 I . . . . . . . . . . . . .O. . . . . . . . . . . . . . . .S. . . . . . . . . . . . . . . . . . . . . <br /> 10245 121 O 3. <br /> 1'J300 13 <br /> i+J315 1,41 S <br /> 1;330 151 <br /> 10345 16i <br /> 10400 171 0 5 . <br /> 10415 18I 0 S . <br /> 10430 19I 0 S <br /> ,;00 21I . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . .5. . . . . . . . . . . . . . . . . . . . . . <br /> 1+3515 221 O S <br /> 10530 231 3 <br /> 10545 24I O 3 <br /> 10600 251 0 S <br /> 10615 26I 0 3 <br /> 10630 27I 0 S <br /> Inaas ?Q1 n c <br />