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1 <br />WATERSHID OONDITIONS AT INTFRCEP'I'OR DITCH 1 <br />t #***#*##*#******###:k****#**###*****##**#t#*x*#******#:kx****#**# <br />GLOBAL PARAMITII7.S <br />RAINFALL (mm.) 73.66 <br />INITIAL ABSTRACTION (mm.) .00 <br />- will default to the SCS method <br />TIME INCREMENT OF HYDROGRAPH FROM START OF RUNOFF .10 <br />' _______________RAINFALL-DISTRIBUTION-SF.f=~rr~n=====_______=====SCS TYPE_2 CURVE <br />' *************t*#*****************s*******************s*t********* <br />SUBWATERSHED CONDITIONS AT DITCH 1 <br />*##*#~*#***#***#:kR#*#####***##~#*#~******###~*#t##*#*#*x#*##***~* <br />' RAINFALL PARAMEl'ER.S <br />------------------- <br /> SCS CURVE NUMBER 70.00 <br /> UNIT HYDFIOGRAPFI SE[,ECTID HAANS <br /> MAP PARAMEI'F7~S <br /> <br />t AREA (ha.) 5.10 <br /> HYDRAULIC LENGTH (m.) 512.00 <br />' PERCENT FOREST (%) .00 <br /> PERCENT AGRICULTURE (%) .00 <br /> PERCENT GRASSLAND <br />OVERLAND FLOW SLOPE (%) <br />(%) .00 <br />25.00 <br /> CHANNEL SLOPE (%) 2.00 <br />' CHANNII, LENGTH FROM SUBWATE'R.SHID (m. ) .00 <br />' TYPE OF QIAMQEI. FROM SUBWATERSHID AN UNLINID C~WNNEI, <br /> CORRECTION FACTOR FOR IMPERVIOUS A REA : <br />1.00 <br /> OORRECI'ION FACTOR FOR CHANNE[, IMPROVEMENTS 1.00 <br /> AREAL REDUCTION FACTOR 1.00 <br /> <br />SFJ>IMENT PARM4TERS <br />' ------------------- <br />THERE IS NO SIDIMENT DATA FOR THIS SUBWATFSLSHID <br />t <br /> <br />