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Environment Engineering I

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... CAin [M/L3] Out Mout [M/T] Qout [L3/T] CAout [M/L3] Accumulation = Input Output Mass Balance for Component A * For Steady State Conditions: ... – PowerPoint PPT presentation

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Title: Environment Engineering I


1
Environment Engineering I
AnNajah National University Civil Engineering
Department
Chapter Three
Materials Balance
  • Dr. Amal Hudhud
  • Dr. Abdel Fattah Hasan

2
Introduction
  • Materials and Energy Balance
  • A key tool in achieving a quantitative
    understanding of the behavior of Environmental
    Systems.
  • Accounts for the flow of energy and material into
    and out of Environmental Systems.
  • Models Production, transport, and fate of
    Pollutants and Energy in the Environment.

3
Conservation of Matter
  • Matter (without nuclear reaction) can neither be
    created nor destroyed
  • Its Mathematical form is called
    Materials Balance or Mass Balance
  • For an environmental system
  • Accumulation Input Output
  • Env. System River, Pond, Pollution Control
    Device...etc.

4
Conservation of Energy
  • Energy (without nuclear reaction) can neither be
    created nor destroyed
  • Its Mathematical form is called
    Energy Balance

5
Control Volume (CV)
  • CV boundaries to the system as imaginary blocks
    around the process or part of the process so the
    calculations are made as simple as possible.

CV
6
Useful Relations
  • Density (?) M/L3 Mass M/Volume L3
  • Mass (M) Density (?) x Volume (V)
  • Mass Flow Rate M/T ?M/L3 x Q L3/T
  • Concentration of Component A (CA) M/L3 Mass
    of A M/Volume L3
  • Mass Flow Rate of Component A M/T CA M/L3 x
    Q L3/T

7
Mass Balance
In Min M/T Qin L3/T CAin M/L3
Out Mout M/T Qout L3/T CAout M/L3
Accumulation Input Output
8
Mass Balance
  •  

When No Accumulation in the System ( dM/dt 0)
Steady State Conditions
9
Mass Balance for Component A
In Min M/T Qin L3/T CAin M/L3
Out Mout M/T Qout L3/T CAout M/L3
Accumulation Input Output
10
Mass Balance for Component A
For Steady State Conditions
11
Efficiency
In Min M/T Qin L3/T CAin M/L3
Out Mout M/T Qout L3/T CAout M/L3
When Qin Qout
12
State of Mixing
  • Two Extreme cases (Models)
  • 1. No Mixing 2.Complete Mixing

Continuous Stirred Tank Reactor (CSTR) OR
Continuous Mixed Flow Reactor (CMFR)
Plug Flow Reactor (PFR)
C inside reactor Cout
13
Including Reactions
  • Conserved Substances Substances do not undergo
    chemical, biological or radioactive
    transformations.
  • In case of transformations, Mass Balance will
    become
  • Accumulation Rate
  • Input Rate Output Rate Transformation Rate

14
Kinetics
  • r Rate of Transformation or Reaction Rate
  • r is used to describe the rate of formation or
    disappearance of a substance or chemical species.
  • These time dependent reactions are called
    Kinetic Reactions.

15
  • So, r - k Cn
  • k reaction rate constant
  • C concentration of substance
  • n exponent or reaction order
  • For first order reactions
  • The rate of loss of the substance is proportional
    to the amount of substance present at any given
    time t.
  • So, r - K C dC/dt (units of k s-1 or d-1)

16
  • By Integration
  • Co Initial Concentration
  • Rearranging

17
Mass Balance for CSTR
  • For completely CSTR (CMFR), with 1st order
    reaction, Mass Balance for Environmental Systems
    will be rewritten as
  • For steady state conditions (dCA/dt 0 and Qin
    Qout)
  • Define Q as residence time in the CSTR V/Q

18
Mass Balance for PFR
  • For PFR, No mix with fluid ahead or behind
  • Taking a CV for a differential element of the
    fluid..
  • Mass Balance
  • For 1st order reactions

19
  • Define Q as residence time in PFR V/Q
  • Integration of the above equation
  • Also,
  • u sped of flow, L system length, A x-sectional
    area of PFR
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