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FROM � GRONBERG & ASSOCIATES FRX N0. : 952 473 4435 Feb. 23 2064 62:48PM P5 <br /> . ,�3• � <br /> �'Ck TR-55 Version: 5 .47 S/N: Page 1 � .� � � <br /> Return Frequency: 10 years <br /> � TR-5 S 'Y'AStJL11R HYDROGRAPH METHOD <br /> Type 2I. Dis�ribution � <br /> � (24 hr. Duration Stonn) <br /> Executed: 02-19-2004 10:54:38 <br /> watershed file: --> MRA .MOP � <br /> Hyd=ograph file: --� MRAIO .HYD <br /> A-1 MINNETONKA RENTAL � <br /> After Conditiong <br /> »» Input Parameters Used to Compute Hydrograph «« <br /> ------------------------�--_------------------------------------------�- -- <br /> Subarea AREA CN Tc * Tt Precip. I Runoff za/p <br /> Description (acres) (hrs? (hrs) (in) (in) input/used <br /> ---------------------------------------------------- <br /> 1.15 93 . 0 0 .20 0 . 00 4.15 � 3 .37 Z.04 .1D <br /> r* Travel time from subarea vutfall to composite watershed outfall point. <br /> I -- Subarea wh�re user specified interpolation betw�een Ia/p tables . <br /> • Total area = 1.15 acres or 0 . 00].80 sq.m�. <br /> Peak discharge = 5 cfs <br /> �»> Computer Modifications of Input Parame�ers c<«< <br /> ______..___-------input values Rounded �'alues Ia/p <br /> Subarea Tc * Tt Tc * Tt Interpolated Ia/p <br /> Description � (hr) (hr) (hr) (hr) (Yes/No} Messages <br /> -----------------0 .17 ^ 0 . 00-----�-20 y 0. 00----r--NO-----Computed Ia/p < .1 <br /> �yTravel time from subarea outfall to composite watershed outfall point. <br /> � <br />