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--- Peabod/ Coal Ccrtnany --- <br />**************a******************************* • <br />******************M********************~****** <br />** ** <br />** JUNCTION 1 BRANCH 7 STRUCTURE 1 ** <br />** NULL STRUCTURE ** <br />** CULVERT 17A ** <br />** ** <br />~K******* ** ~k**** ******* *****~K~K**Mc***~K **~k~K* **M * * <br />*******************************~c*****M**M***** <br />K**~k**~kM~*i~*~K~K~KMt*~K*M~M~M(*~K~K~k*~k***#~k~K*~K~K*~N*M****~k***~K*lk *~k~K~k*~k~K~K#~k~K~k~K~k**M~M~**Jk*~K~x~k~nk* <br />K * <br /> SUBWATERSHED INFCftMATION * <br />~ * <br />K** ~K~k~k~x~K *~K**~k** *~N~x ~K *~x~N ~K*~k**~k~kMc *~k~kM ~K~K* ~K* M~~kM~~K~k~k~k#~k ~** ~K ~k ~k**~k ~k~k* He **** **** * **** ** *** <br />x <br />'x HYDRAULIC INPUT VP.LUES * <br />r * <br />x ',vATER rREA CURVE TC TT ROUTING CCfF'S UNIT HYDRO * <br />* SHED (acre) NUNBEP, (hr) (hr) h;-(hr) X RESPONSE <br /> <br />* 1 4.°0 86.00 0.231 0.000 0.000 0.000 FAST * <br />* * <br />M * <br />* CChPUTED `JALUES FOR INDIVICUAL WATERSHEDS * <br /> <br />~ . <br />* <br />* PEAK. FLOW RUNOFF * <br />M WATERSHED (cfs) (inches) <br />M------------------------------------------------------- ---- <br />--------------- --* <br />x 1 2.088 0.560 * <br />x * <br />************M*************************************************************** *** <br />• <br />12-2-30 <br />