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+ "! � t i r1 C 1 ", � i i ) rill' F a l ,.C :^i is ; 1 7 <br /> v-, d <br /> � ' r f J aUt � I cri ,�_ t <br /> � u7, j a r I r1: 0 0f a1� 1 � i 'iC ^:8 _ <br /> T` ? folic'win3 tahle suiT,n.rjzes the results -, <br /> POND I'iJNU VELOCITY AT V-L0CITY AT <br /> N0 NAMfw TOP (FT/Si C} 0UTS1.0PE tIr4C1I_�} <br /> ------------------------------------------ i/�Zc) -------------------------------- <br /> 008 Dus Garage 4 . 86 10 .21 14 <br /> 018 Mina No. 1 4. 16 8 . 10 10 <br /> 024 S- Iurry 4. 56 e .76 12 <br /> 025 bock Tunnel Pad 5. 031 10 .38 16 <br /> 014 3 - 1 4. 67 9 .21 13 <br /> 015 3 - 2A 4 . 56 9 .74 14 <br /> 015 4 .56 9 .74 <br /> 14 <br /> 023 3 - Lower gin 3. 23 6 .28 6 <br /> 017 _5 1 and 5 - 2 _ 5.20 10 .64 17 <br /> 4 - 1 4. 80 9 . 35 <br /> 13 <br /> The ve I oc i t i45 at t11Cj top of the c p i I Iways are Li: I ow or very c 10SC- to 5 <br /> ft/: ec , the ;tartinj velocity for erasion in Soil . T h a velr, cities for the <br /> spillway aut. iopes are below or near- 10 ft/sec , tt:i+ starting velocity far <br /> err,sion of riprap - the ll !;,) r• ipra;+ sizo are mo�� tfy around I toot in <br /> diameter . There Should be no probjef, with Erc, sion provided ti,E fol Iowrng <br /> critaria are met . <br /> Note: * Pond = 5-1 KZRD recommended s_zinc <br /> (single pond) 54 <br />