Download PDF by J R Backhurst, J H Harker, J.F. Richardson: Chemical Engineering

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

Show description

Read Online or Download Chemical Engineering PDF

Best fluid dynamics books

flow of industrial fluids - download pdf or read online

Presents perception to the fundamental idea and equations of fluid movement. Emphasizes functional difficulties and contains priceless appendices.

Download PDF by M Panfilov, A Dmitrievsky: Proceedings of the International Conference Porous Media:

This article covers subject matters equivalent to: agreement metric R-harmonic manifolds; hypersurfaces in house varieties with a few consistent curvature features; manifolds of pseudodynamics; cubic types generated by means of capabilities on projectively flat areas; and exotic submanifolds of a Sasakian manifold Physics of tactics with section transition in porous media; dynamics of the fluid/fluid interface instability; new versions of two-phase movement via porous media; circulation of froth and non-Newtonian fluids; averaged versions of Navie-Stokes move in porous media; homogenization of circulate via hugely heterogeneous media; groundwater toxins difficulties; inverse difficulties, optimization, parameter estimation

Read e-book online Modern Fluid Dynamics: Basic Theory and Selected PDF

This textbook covers the necessities of conventional and glossy fluid dynamics, i. e. , the basics of and simple purposes in fluid mechanics and convection warmth move with short tours into fluid-particle dynamics and sturdy mechanics. in particular, the booklet can be utilized to reinforce the data base and ability point of engineering and physics scholars in macro-scale fluid mechanics (see Chapters I-V), by way of an introductory expedition into micro-scale fluid dynamics (see Chapters VI-X).

Additional resources for Chemical Engineering

Example text

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.

Download PDF sample

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


by Steven
4.5

Rated 4.41 of 5 – based on 33 votes