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I HYDRA ULIC DESIGN 105 I I I 1.500 2.400 0004 05 0.' 2,000 0.3 0.005 1.000 I.SOO 0.' 0.2 0.006 800 0.007 I 600 1.000 0.008 0.7 500 800 0.009 0.1 0.01 0.8 0.08 400 600 I SOO 0.9 0.06 300 0.05 '00 1.0 .0.04 20 ;;: 0.03 200 300 0.02 ~ I '" 0. 15~ ;; 0.02 200 I . ;;; 0.03 ~ 100 ~ .= I lO~ 1.5 I 0.01 80 9 ~ OJ)' 0.008 100 a. ~ 60 96 8 '0. G.lOOJlS 80 '0 >- 0.006 SO 84 7 c OJIID.M ~ 0.005 I ~ C 2 . 0.004 ,., (() 60 72 6 ~ ~ 0JIl c 0.050.01 w ~ SO" E ~ 0.003 ~30 c 60 5 ~ 0JlI~" 0 is U 8- (() u ~S4 O.03~09 :. ~ 0 ~ u 0.002 II ~ ~ -5."'8 . ." U I 220 o - ~ 'g......-- -x. .!; '42 ~ R.02 ~ "--0 " _ """'c c D.015 u 00 20::: '~36 3 ~ 3 ~ 00 -- ~ 0.001 c - 0.33 ....... ~ ~ u - ....... f\.~---2 ~ :0 0..30 Q~17-- a. 0.0008 I E 10 ~ '0 27 ---- ~ ;; u --- ... 0.0006 .S 24 c ~ 8 c ~ ....... _"c 0.0005 ;;; 4 .S .; 10 ,; E 21 -- 0.000< ~ 6 00 ~ ~ 8 :;; ~ :>; -- " ~ 5 is 18 03 -'" 0.0003 I .c -; u u u 0 ~ ~ 0; is . 65 ~ 15 5 > 0.' 0.0002 5- ..': 3 oC 12 .. . 0.5 I . 2 10 0.' O.OOC)} 3 0.7 0.0Q008 8 0.8 7 2 0.9 O.llOOO6 I 1.0 8 0.00005 1.0 . O.llOOO4 0.8 ;;; 9 0.00003 1.0 ~ 0.' . .S 10 0.00002 I O.S 0.8 .,; ~ 2 ~ 0.' 0.' ~ 0.3 0.5 ;; a.rooC)! u II 0,' 0 3 0.000008 ;; > IS 0,000006 0.2 0.3 ~ . 0.000005 0,00000< I 0.13 0.2 5 " Alignment chart for energy loss in pipes. for Manning's formula. Note: Use chart for flow computations, HL =5 II Figure 3-29a Nomograph for solution of Manning's formula. I EXHIBIT NO. 2