Solid Waste Engineering
Solid Waste Engineering
3rd Edition
ISBN: 9781305635203
Author: Worrell, William A.
Publisher: Cengage Learning,
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Chapter 5, Problem 5.10P
To determine

(a)

The possibility of select a screen size such that all the glass is recovered.

To determine

(b)

The size of the holes and the recovery of this purity.

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The figure shows the section of a gravity dam (non-overflow portion) built of concrete. Calculate (neglecting earthquake effects) the maximum vertical stresses at the heel and toe of the dam. Assume weight of concrete = 23.5 kN/m, and unit length of dam. Allowable stress in concrete may be taken 2500 kN/m and assuming yw = 9.81 kN/m. Max. W.L.. =285-0 6m =289-0 280-0 3 of drainage gallery Tail water 01 =211-0 205-0 56m
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