Fluid Mechs Lab 5 Data

Fluid Mechs Lab 5 Data - Long Bend 0.415 0.384 0.031 13.95...

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Trial 1 Fitting Manometer Readings Volume of Water Time Area h1 (m) h2 (m) (m) (L) (s) (m/s) (m/s) (m) Unitless Long Bend 0.350 0.336 0.014 9.434 60 0.000157 0.000314 0.500 0.013 1.097 Enlargement 0.341 0.344 -0.003 9.434 60 0.000157 0.000531 0.500 0.296 0.002 -1.410 Contraction 0.343 0.326 0.017 9.434 60 0.000157 0.000314 0.296 0.500 0.013 1.332 Short Bend 0.325 0.312 0.013 9.434 60 0.000157 0.000314 0.500 0.013 1.018 Elbow Bend 0.306 0.278 0.028 9.434 60 0.000157 0.000314 0.500 0.013 2.193 Mitre 0.265 0.236 0.029 9.434 60 0.000157 0.000314 0.500 0.013 2.271 Trial 2 Fitting Manometer Readings Volume of Water Time Area h1 (m) h2 (m) (m) (L) (s) (m/s) (m/s) (m) Unitless Long Bend 0.392 0.365 0.027 13.82 60 0.000230 0.000314 0.733 0.027 0.985 Enlargement 0.382 0.380 0.002 13.82 60 0.000230 0.000531 0.733 0.434 0.01 0.208 Contraction 0.377 0.346 0.031 13.82 60 0.000230 0.000314 0.434 0.733 0.027 1.131 Short Bend 0.346 0.319 0.027 13.82 60 0.000230 0.000314 0.733 0.027 0.985 Elbow Bend 0.308 0.259 0.049 13.82 60 0.000230 0.000314 0.733 0.027 1.788 Mitre 0.231 0.174 0.057 13.82 60 0.000230 0.000314 0.733 0.027 2.080 Trial 3 Fitting Manometer Readings Volume of Water Time Area h1 (m) h2 (m) (m) (L) (s) (m/s) (m/s) (m) Unitless
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Unformatted text preview: Long Bend 0.415 0.384 0.031 13.95 60 0.000233 0.000314 0.740 0.028 1.110 Enlargement 0.389 0.400-0.011 13.95 60 0.000233 0.000531 0.740 0.438 0.005-2.364 Contraction 0.400 0.359 0.041 13.95 60 0.000233 0.000314 0.438 0.740 0.028 1.469 Short Bend 0.358 0.326 0.032 13.95 60 0.000233 0.000314 0.740 0.028 1.146 Elbow Bend 0.311 0.249 0.062 13.95 60 0.000233 0.000314 0.740 0.028 2.221 Mitre 0.214 0.142 0.072 13.95 60 0.000233 0.000314 0.740 0.028 2.579 Head Loss [h = h1 - h2] Flow Rate [Q=V/t] Velocity 1 [ v = Q/A] Velocity 2 [ v = Q/A] v 2 /2g Loss Coeff. [K = h/( v 2 /2g)] (m 3 /s) (m 2 ) Head Loss [h = h1 - h2] Flow Rate [Q=V/t] Velocity 1 [ v = Q/A] Velocity 2 [ v = Q/A] v 2 /2g Loss Coeff. [K = h/( v 2 /2g)] (m 3 /s) (m 2 ) Head Loss [h = h1 - h2] Flow Rate [Q=V/t] Velocity 1 [ v = Q/A] Velocity 2 [ v = Q/A] v 2 /2g Loss Coeff. [K = h/( v 2 /2g)] (m 3 /s) (m 2 )...
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This note was uploaded on 11/17/2011 for the course ENGINEERIN 1 taught by Professor Cag during the Spring '08 term at Rowan.

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