Solid Waste Engineering
Solid Waste Engineering
3rd Edition
ISBN: 9781305635203
Author: Worrell, William A.
Publisher: Cengage Learning,
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Chapter 2, Problem 2.13P
To determine

The volume occupied by 1000lb of refuse following baling with the same waste as it would be in a garbage can.

Expert Solution & Answer
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Answer to Problem 2.13P

The loose volume is 4.77yd3 .

The baled volume is 1.2yd3 .

Explanation of Solution

Given data:

Weight of the refuse is 1000lb .

Loose density for miscellaneous waste is 300lb/yd3 .

Baled density for miscellaneous waste is 1000ld/yd3 .

Concept used:

Refer Table 2-5 and P2-13 for the composition, loose density and baled density of the refuse.

    Component Percent by weight Loose density(lb/yd3) Baled density(lb/yd3)
    Newsprint 21 2055 7201000
    Office paper 15 400 700750
    Cardboard 8 350 10001200
    Glass 15 500700 18002700
    HDPE 3 15 65
    PETE 5 3040 400500
    Yard waste 23 24 400500
    Aluminum can 4 5074 250
    Miscellaneous 11 300 1000

Calculation:

Calculate the loose density.

   ρ l =[ 21%of20 lb/ yd 3 +15%of400 lb/ yd 3 +8%of350 lb/ yd 3 +15%of500 lb/ yd 3 +3%of15 lb/ yd 3 +5%of30 lb/ yd 3 +23%of24 lb/ yd 3 +4%of50 lb/ yd 3 +11%of300 lb/ yd 3 ]

   =[ 21 100 ×20 lb/ yd 3 + 15 100 ×400 lb/ yd 3 + 8 100 ×350 lb/ yd 3 + 15 100 ×500 lb/ yd 3 + 3 100 ×15 lb/ yd 3 + 5 100 ×30 lb/ yd 3 + 23 100 ×24 lb/ yd 3 + 4 100 ×50 lb/ yd 3 + 11 100 ×300 lb/ yd 3 ]

   =[ 4.2 lb/ yd 3 +60 lb/ yd 3 +28 lb/ yd 3 +75 lb/ yd 3 +0.45 lb/ yd 3 +1.5 lb/ yd 3 +5.52 lb/ yd 3 +2 lb/ yd 3 +33 lb/ yd 3 ]

   =209.67 lb/ yd 3

Here, the loose density is ρl .

Calculate the baled density.

   ρ b =[ 21%of720 lb/ yd 3 +15%of700 lb/ yd 3 +8%of1000 lb/ yd 3 +15%of1800 lb/ yd 3 +3%of65 lb/ yd 3 +5%of400 lb/ yd 3 +23%of400 lb/ yd 3 +4%of250 lb/ yd 3 +11%of1000 lb/ yd 3 ]

   =[ 21 100 ×720 lb/ yd 3 + 15 100 ×700 lb/ yd 3 + 8 100 ×1000 lb/ yd 3 + 15 100 ×1800 lb/ yd 3 + 3 100 ×65 lb/ yd 3 + 5 100 ×400 lb/ yd 3 + 23 100 ×400 lb/ yd 3 + 4 100 ×250 lb/ yd 3 + 11 100 ×1000 lb/ yd 3 ]

   =[ 151.2 lb/ yd 3 +105 lb/ yd 3 +80 lb/ yd 3 +270 lb/ yd 3 +1.95 lb/ yd 3 +20 lb/ yd 3 +92 lb/ yd 3 +10 lb/ yd 3 +110 lb/ yd 3 ]

   =840.15 lb/ yd 3

Here, the baled density is ρb .

Write the expression to calculate the loose volume.

  Vl=Wρl   ..... (I)

Here, the loose volume is Vl and the weight of the refuse W .

Substitute 1000lb for W and 209.67lb/yd3 for ρl in Equation (I).

  Vl=1000lb209.67lb/ yd 3=4.77yd3

Write the expression to calculate the baled volume.

  Vb=Wρb  ..... (II)

Substitute 1000lb for W and 840.15lb/yd3 for ρb in Equation (II).

  Vb=1000lb840.15lb/ yd 3=1.2yd3

Conclusion:

Thus, the loose volume is 4.77yd3 .

The baled volume is 1.2yd3 .

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