Solid Waste Engineering
Solid Waste Engineering
3rd Edition
ISBN: 9781305888357
Author: Worrell
Publisher: Cengage
bartleby

Concept explainers

Question
Book Icon
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
Check Mark

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 .

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
س 1 تم أخذ قرار استثماري من قبل احدى الشركات المتخصصة في مجال البيئة والطاقة بالدخول في مشروع انشاء ابنية مستدامة وثبتت الشركة رغبتها بالحصول على عائد سنوي ثابت مقداره 50,000 دولار لمدة ثمانية سنوات بالاضافة الى عائد يغطي سداد ايجار مقر الشركة مقداره 35,000 دولار كل اربع سنوات, فاذا كانت المصاريف التشغيلية السنوية 20,000 دولار و نسبة الفائدة 10% % ماهو المبلغ الواجب استثماره من قبل الشركة لغرض تحقيق هذه العوائد؟ س2/ احسب القيمة المستقبلية المكافئة ( Future worth value ) للمشروع الاستثماري المبينة بياناته الاقتصادية في ادناه رأس المال Investment Cost الفقرة تكاليف التشغيل السنوية Annual Operating Cost العوائد السنوية Annual Revenue عمر المشروع Useful life Interest rate نسبة الفائدة Inflation rate نسبة التضخم المبلغ ($) 800,000 30,000 150,000 10 years 12% 4%
Resuelve el problema uno
A lagoon with volume 1,300 m3 has been receiving a steady flow of a non-conservative waste (rate constant= 0.19/day) at a rate of 80 m3/day for a long enough time to assume that steady-state conditions apply. The waste entering the lagoon has a concentration of 12 mg/L.  A. What would be the concentration of pollutant in the effluent leaving the lagoon?  B. If the input waste concentration suddenly increased to 110 mg/L, what would the concentration in the effluent be 8 days later?
Knowledge Booster
Background pattern image
Civil Engineering
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Solid Waste Engineering
Civil Engineering
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Cengage Learning,
Text book image
Sustainable Energy
Civil Engineering
ISBN:9781337551663
Author:DUNLAP, Richard A.
Publisher:Cengage,
Text book image
Engineering Fundamentals: An Introduction to Engi...
Civil Engineering
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Cengage Learning
Text book image
Fundamentals Of Construction Estimating
Civil Engineering
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Cengage,