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Corresponding Solutions for Chemical Reaction Engineering
CHAPTER1OVERVIEWOFCHEMICALREACTIONENGINEERING 1
CHAPTER 2 KINETICS OFHOMOGENEOUS REACTIONS 3
CHAPTER 3INTERPRETATION OFBATCH REACTOR DATA 7
CHAPTER4 INTRODUCTIONTO REACTOR DESIGN 19
CHAPTER5IDEALREACTOR FORASINGLE REACTOR 22
CHAPTER6 DESIGN FOR SINGLE REACTIONS 26
CHAPTER 10 CHOOSINGTHE RIGHTKIND OFREACTOR 32
CHAPTER 11BASICS OFNON-IDEALFLOW 34
CHAPTER 18 SOLID CATALYZED REACTIONS 43
oxygen used.
Chapter 1 Overview of Chemical Reaction Engineering
1.1 Municipal waste water treatment plant. Consider a municipal water treatment plant for a small community(Fig.P1. 1). Waste water,32000 m3/day,flows through the treatment plant with a mean residence time of 8 hr, air is bubbled through the tanks, and microbes in
the tank attack and break down the organic material
(organic waste)+O2 wicrobes CO2+H2O
A typical entering feed has a BOD (biological oxygen demand)of 200 mg O?/liter, while the effluent has a megligible BOD.Find the rate of reaction, or decrease in BOD in the
treatment tanks.
Waste water
32.000 m3/day
Waste water
Treatment plant
Clean water
32,000 m3/day
200 mg O
needed/liter
Mean residence
time t =8 hr
Zero O1
needed
Figure P1.1
Solution:
=18.75mol/(m3 ·day)=2. 17×10?mol/(m3 · s)
1.2 Coal burning electrical power station.Large central power stations(about 1000 MW electrical) using fluiding bed combustors may be built some day (see Fig.P1.2),These giants would be fed 240 tons of coal/hr(90% C,10%H2),50% of which would burn within the battery of primary fluidized beds, the other 50% elsewhere in the system.One suggested design would use a battery of 10 fluidized beds, each 20 m long,4 m wide, and
containing solids to a depth of 1 m.Find the rate of reaction within the beds, based on the
Fluidized bed
10 mx4mx1m
240 90%
ton/hr
C.10%H
50% of the feed
burns in these 10
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