wk-9-hmwk - 3.29 Water(assumed inviscid and incompressible...

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Unformatted text preview: 3.29 Water (assumed inviscid and incompressible) flows steadily with a speed of 10' Ms from the large tank shown in Fig. P329. Determine the depth, H. of the layer of light liquid (specific weight = 50 l-b/fta) that covers the water in the tank. ' From H18 Ber/mum eyum‘izw, 2 2‘ 2:2 _ I: > r 7!! + z, = a}; 8r 2!; so f/mf wh‘h 14=I0H1g ., (/0 {M02 ”“7““ )l/+4H zm +5H 50 lb/1t3 Baa—"W 3.32 Water flows through the pipe contraction shown in Fig. 133.32. For tho given 0.2-m difference in the manometer level, determine the flowrate as a functiouof the diameter of the small pipe, D. IFIGURE P332 1"- +14. +z,=1%=+y£ +2z lube/Pei Z,=Z;, Mall/2‘0 7%de V" _ 7. 4‘ +7.; - 1% Buf ész and 1:0,2m+)( no vl/Im‘. V,=1lz;(o.zm)(2/?3£vgzr)(02m))‘l/“= ,73 m 3—. Q3414 12mm) (mm-700156 fora/770 —___.._ —_,_.—_. pm a 900 kg/m3 ‘ ‘ Determine the flowrate through the pipe in Fig. P3 .47. FIGURE P3. 6‘7 am +‘;+z,=.§,é+—2‘i;:+zz were 2,: ~22 mi V2=0 7—5115, 2. } r—( — ) 4%”? or bf=1/Z颗£%~+‘°‘- but, ,q,—m—-a«,;,/) wow/7) w or flrfl/ =M~J¢M .50 ”mi 1/2 ' __ barn _‘ m ___ 900 iii: 3 I: 2;“ ‘37)}? — 207.9131] @2507} = 2.20%”— 720.9, 2. 3 Qz/j, l/lz~;I(0.08m) (2.20%): 0. 0m ”7 —.._.__.______ 3—544 ...
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