By J R Backhurst, J H Harker, J.F. Richardson

ISBN-10: 075064950X

ISBN-13: 9780750649506

This quantity within the Coulson and Richardson sequence in chemical engineering includes complete labored suggestions to the issues posed in quantity 1. when the most quantity comprises illustrative labored examples in the course of the textual content, this publication comprises solutions to the more difficult questions posed on the finish of every bankruptcy of the most text.These questions are of either a customary and non-standard nature, and so will end up to be of curiosity to either educational employees instructing classes during this quarter and to the willing scholar. Chemical engineers in who're searching for a customary approach to a real-life challenge also will locate the publication of substantial interest.* a useful resource of knowledge for the scholar learning the cloth contained in Chemical Engineering quantity 1* A priceless approach to studying - solutions are defined in complete

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32 A fluid with a finite yield stress is sheared between two concentric cylinders, 50 mm long. The inner cylinder is 30 mm diameter and the gap is 20 mm. The outer cylinder is held stationary while a torque is applied to the inner. 01 Nm. 1 Ns/m2 . Solution Concentric-cylinder viscometers are in widespread use. Figure 3d represents a partial section through such an instrument in which liquid is contained and sheared between the stationary inner and rotating outer cylinders. Either may be driven, but the flow regime 44 CHEMICAL ENGINEERING VOLUME 1 SOLUTIONS Pointer Retaining spring ro ri h Rotating outer cylinder Stationary inner cylinder Figure 3d.

9 A viscous fluid flows through a pipe with slightly porous walls so that there is a leakage of kP, where P is the local pressure measured above the discharge pressure and k is a constant. After a length l, the liquid is discharged into a tank. 5 Assume a fully developed flow with R/ u2 D 8 Re 1 . 15 m diameter to storage tanks situated 100 m away. The pressure drop along the pipe is 70 kN/m2 . The pipeline has to be repaired and it is necessary to pump the liquid by an alternative route consisting of 70 m of 200 mm pipe followed by 50 m of 100 mm pipe.

9 A viscous fluid flows through a pipe with slightly porous walls so that there is a leakage of kP, where P is the local pressure measured above the discharge pressure and k is a constant. After a length l, the liquid is discharged into a tank. 5 Assume a fully developed flow with R/ u2 D 8 Re 1 . 15 m diameter to storage tanks situated 100 m away. The pressure drop along the pipe is 70 kN/m2 . The pipeline has to be repaired and it is necessary to pump the liquid by an alternative route consisting of 70 m of 200 mm pipe followed by 50 m of 100 mm pipe.

### Chemical Engineering by J R Backhurst, J H Harker, J.F. Richardson

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