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FROM : GRONBERG & ASSOCIATES FAX N0. : 952 473 4435 Feb. 23 2004 02:48PM P4 <br /> � ��� � <br /> . � � 23 <br /> �k TR-55 Version: 5 .47 S/N: Page 1 <br /> Return Frequency: � `�`1� years <br /> TR-55 TABUL�IR �3YDROGR.APH METH�D <br /> Typ� zz. Distribution <br /> (24 hr. Duration Storm? <br /> Executed: 02-19-2004 10 :54: 38 <br /> Watershed file: --> M� .M�P <br /> Hydrograph file: --> MRA7. •xY� <br /> A-1 M=NNETONK� RENTAL <br /> After Conditions <br /> »» Tnput Pararneters Used to Cornpute Hydrograph <«< <br /> -------------------------------------*_--_-------�_ <br /> Subarea AREA CN Tc Tt Precip. Runoff Ia/p <br /> ^Description� (acres) (hrs} �hrs7 (in) � (in) __input/used <br /> --------------------1.15----93 .0 r p 20---�� . 00----2 .35 � ]. -6�: I- 06 .10 <br /> * Travel time fram subarea outfall to composite watershedyoutfall �point. <br /> - Svbarea where user specified in.terpolation between Ia/p ta�les:� � <br /> � Tota1. area = 1.15 acres or 0 .00180 sq.mi <br /> � Peak discharge = 2 cfs <br /> »» Computer Modifications of Input Parameters ««< <br /> --------�----------------------------------�-_-- - <br /> Input values Rounded Values za/p <br /> Subarea Tc * Tt Tc * Tt Ynterpolated =a/P <br /> Deacription (hr) (hr) (hr) (hr) (Yes/rto) Messages <br /> ---w-------------�-17---"O . OD-----0 .20 �__0_00______-No----`Cornputed Ia�p < .l <br /> * Travel ti.me from subarea outfall^to'campo�Yte watershed outfall point. <br /> � <br />