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FROM � GRONBERG � ASSOCIATES FAX �I�. : 952 473 4435 Feb. 23 2004 02:49PM P6 <br /> . I-`�. � <br /> �k TR.-55� Version: 5 .47 S/N: . Page 1P i� � � � <br /> izeturn Frequency: � 10 o year's <br /> TR-55 TABUF� HYDROGRAPH METHOD - <br /> Type I2_ Distribution <br /> (24 hr. Duration Storm) - <br /> Executed: DZ-19-2004 10 :54 :38 <br /> Watershed file: --> � .MOP <br /> Hydrograph file: --> MRA100 .HYD <br /> A-1 MINNETONKA RENTAL � <br /> After Conditions <br /> »» Input Parameters Used to Compute Hydrograph c«< <br /> ---Subarea ^------AREA -----CN ---- 'z'c * Tt Precip. I Runoff Ia/P <br /> Description (acres) (hrs) (hrs) (�n) (ia) input/used <br /> ----�r-----w------�'1.7.5 ---93 .0----0.2� + 0 00 5 . 95 � 5 .1� Z.03 .10 <br /> ---------------------------------------------- � <br /> * Trave]. time from subarea outfall to camposite watershed out�all point. <br /> - Subarea where usez specif ied interpo�ation between =a/p tables. <br /> � Total area = 1.15 acres or 0. 00180 sq.mi <br /> peak discharge = 7 cfs <br /> ______.._____'_'_'_'_Cornputer`Modifications_of_Input-Parameters_««<_____`___,____ <br /> Input Values Rounded Values za/P <br /> Subarea Tc � Tt Tc * Tt Yntezpolated Ia/p <br /> Description (hr) _ (hr) (hr) (hr) (Yes/No) Messages <br /> --------------�-----�--- <br /> �_------------------------------ <br /> o .17 O .00 0 .2� 0 .00 No Computed Ia/p < .1 <br /> * Travel time`from subarea outtall to composite watershed outfall point. <br /> • <br />