a) A PFR has a conversion of A of 90% (i.e. C = 0.1C), and the reaction is first order. If a dispersed plug-flow reactor has the same volume and has a dispersion number, D/vL, of 1.0, what will be the percent conversion? b) Three CFMRs of equal volume are to be used in series. The influent has a concentration of 150 mg/L of A, and the flow rate is 380 L/min. The reaction is first order and the rate constant is 0.40 hr¹. Determine: (i) The mean residence time and volume of each reactor if the removal of A is 90%. (ii) The mean residence time and volume of a single CFMR having the same removal of A (i.e. 90% removal).

a) A PFR has a conversion of A of 90% (i.e. C = 0.1C), and the reaction is first order. If a dispersed plug-flow reactor has the same volume and has a dispersion number, D/vL, of 1.0, what will be the percent conversion? b) Three CFMRs of equal volume are to be used in series. The influent has a concentration of 150 mg/L of A, and the flow rate is 380 L/min. The reaction is first order and the rate constant is 0.40 hr¹. Determine: (i) The mean residence time and volume of each reactor if the removal of A is 90%. (ii) The mean residence time and volume of a single CFMR having the same removal of A (i.e. 90% removal).

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a=2.250 m, b=6.50 m, PA = 60kN, and PC = 70kN. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise.
For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment diagrams. Neglect the weight of the beam. I need the solution. The answer is provided in the 2nd pic.
Q8: An electric light fixture weighing 200 N is supported as shown in Figure. Determine the tensile forces in the wires BA and BC. Use Parallelogram Method, 50⁰ 65° B 200 N A B حروب 4
Please help me solve my STRUCTURAL THEORY problem. Please follow the instructions strictly and please write legibly. Use only SLOPE DEFLECTION METHOD
1. If the force vector shown below has x, y, and z components of 300 N, 400 N and 800 N, respectively, a. Write it in vector form b. Then determine the scalar component of the force in the direction defined by, u= 0.250i+ 0.968
Solve for the reaction forces of the given figure from point a to b. pls show your complete solutions. thank you
Using either the Portal Method or Cantilever Method, determine all the member forces of the frame shown below. Submit your answers in the format where the member forces are written along the corresponding members as illustrated in the short video discussion. Computation of such values may no longer be shown. a= 7 m b= 9 m P= 113 KN 3P/2 P G a H E b I F с 4m 5m
DYNAMICS OF RIGID BODIES. Show complete solution
Using Castiglano's Theorem, solve for the following. only HANDWRITTEN answer needed ( NOT TYPED)
Beam AB is loadead as shown. If P is 1000 lb, Solve for the ff: • Horizontal support reaction at A and B • Vertical support reaction at A and B Include 4 decimal points in all answers.
A 6.6m cantilever beam shown carries 189KN/m uniform load. Point A is free end while point B is fixed support. Using Double Integration Method with origin at point A, calculate the second constant of integration, C2 in KN-m³. Express your answer in 2 decimal places. A W - L B
Read the question carefully and give me right solution according to the question