Download PDF by T H Y Tebbutt (Auth.): Basic Water and Wastewater Treatment

By T H Y Tebbutt (Auth.)

ISBN-10: 0408709375

ISBN-13: 9780408709378

This quantity goals to mix the purposes of easy programming in uncomplicated with an knowing of these features of water/wastewater therapy engineering which might be expressed by way of mathematical relationships or which require a decision-making series. Waste and wastewater therapy is a vital region of engineering and the themes chosen illustrate the multidisciplinary elements of the topic. The courses were written in uncomplicated on an Amtrad PC1640

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1 D a t a for Panel 6 Enter d e p t h s (m) at panel e d e e s (use c o m m a ) ? 7 E n t e r left, rieht m e a n v e l o c i t i e s (m/s)? 5 . 1 . Ü . 9 D a t a for Panel 7 E n t e r d e p t h s (m) at p a n e l e d e e s (use c o m m a ) ? 5 Enter left, rieht m e a n v e l o c i t i e s (m/s)? li. 9 , U . k D a t a for Panel 8 E n t e r d e p t h s (m) at p a n e l e d e e s (use c o m m a ) ? 1 Enter left, rieht m e a n v e l o c i t i e s Í m / s ) ? k . k , 3 • 1 D a t a for Panel 9 Enter d e p t h s (m) at panel e d e e s (use c o m m a ) ?

4gd{p, - P . 2. T h e assumptions m a d e for such an idealized situation include quiescent conditions in the settling z o n e , uniform flow across the settling z o n e , uniform solids concentration both vertically and horizontally at the entrance to the settling z o n e , and no resuspension from the sludge zone. Given these idealized conditions, a discrete particle which enters at the top of the settling zone and just reaches the bottom at the outlet end of the settling zone will have a settling velocity v^).

0 0 1 1 1. -QP 110 N E X T Ρ 120 P R I N T " D i s e h a r e e in s e c t i o n = " ; Q T ; " c u . you e n t e r e d " ; Q $ 190 G O T O 130 200 END E n t e r n u m b e r of p a n e l s , panel w i d t h (m)? 1 1 , 1 D a t a for Panel 1 E n t e r d e p t h s (m) at p a n e l e d g e s (use c o m m a ) ? 5 Enter left, rieht m e a n v e l o c i t i e s (m/s)? 0 , 1 . 1 D a t a for Panel 2 E n t e r d e p t h s (m) at p a n e l e d e e s (use c o m m a ) ? 1 . 5 . 1 . 8 Enter left, rieht m e a n v e l o c i t i e s (m/s)?

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Basic Water and Wastewater Treatment by T H Y Tebbutt (Auth.)


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