m and n 0 Design a circular tank to serve a discharge of (400 nm) m3 hr , t 3 hr , Vs 2 cm min Find (D and H) Design criteria 1 The Surface over flow rate (SOR) Vs (20 40) m day 2 Water depth H (2 6) m 3 Horizontal Vf Q velocity Vf 0 3 m min (for circular tank, r radius) Design a circular tank to s...

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m and n = 0 Design a circular tank to serve a discharge of (400+nm) [m3/hr], t-3

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A First Course in Differential Equations with Modeling Applications

ISBN: 978-1305965720

11th edition

Authors: Dennis G. Zill

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m and n = 0 Design a circular tank to serve a discharge of (400+nm) [m3/hr], t-3

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