Solid Waste Engineering: A Global Perspective, Si Edition
Solid Waste Engineering: A Global Perspective, Si Edition
3rd Edition
ISBN: 9781305638600
Author: William A. Worrell, P. Aarne Vesilind, Christian Ludwig
Publisher: Cengage Learning
bartleby

Concept explainers

Question
Book Icon
Chapter 7, Problem 7.12P
To determine

(a)

The high heat value in terms of moisture free.

Expert Solution
Check Mark

Answer to Problem 7.12P

The high heat value in terms of moisture free is 7506.6Btu/lb .

Explanation of Solution

Given:

Moisture content is 20% .

Weight of sample placed in calorimeter is 1.2g .

Gross calorific value is 6200Btu/lb .

Weight of ash that remains in the bomb calorimeter after combustion is 0.3g .

Concept Used:

The moisture heat is subtracted from the original heat energy in case of moisture free condition.

Calculation:

Write the expression for high heat value in moisture free condition.

  HHV1=(HHV0×M0)(HV water×M water)M0Mwater   ...... (I)

Here, high heat value in moisture free condition is HHV1 , original mass is M0 , original heat value is HHV0 , mass of water content is

  Mwater and latent heat of evaporation for water is HVwater .

Convert the mass of the sample to pounds.

  1.2g=(1.2g)( 0.0022046lb 1g)=2.65×103lb

Substitute, 2.65×103lb for M0 , 6200Btu/lb for HHV0 , 20% of M0 for HVwater and 974Btu/lb for HVwater in Equation (I).

  HHV1=( 6200 Btu/ lb ×2.65× 10 3 lb)( 974 Btu/ lb ×( 0.20×2.65× 10 3 lb ))2.65× 10 3lb( 0.20×2.65× 10 3 lb)=15.914Btu2.12× 10 3lb=7506.6Btu/lb

Conclusion:

Thus, the high heat value in moisture free condition is 7506.6Btu/lb .

To determine

(b)

The high heat value in moisture free and ash free conditions.

Expert Solution
Check Mark

Answer to Problem 7.12P

The high heat value in moisture free and ash free condition is 9543.8Btu/lb .

Explanation of Solution

Concept Used:

The moisture heat and the ash heat is subtracted from the original heat energy in case of moisture free and ash free condition.

Calculation:

Write the expression for the high heat value in moisture free and ash free condition.

  HHV2=(HHV0×M0)(HV water×M water)(HV ash×M ash)M0MwaterMash   ...... (II)

Here, high heat value in moisture free and ash free condition is HHV2 , original mass is M0 , original heat value is HHV0 , mass of water content is Mwater , latent heat of evaporation for water is HVwater , mass of ash content is Mash and value of heat for ash is HVash .

Convert the mass of ash to pounds.

  0.3g=(0.3g)( 0.0022046lb 1g)=6.6×104lb

Substitute, 2.65×103lb for M0 , 6200Btu/lb for HHV0 , 20% of M0 for HVwater , 974Btu/lb for HVwater , 6.6×104lb for Mash and 3000Btu/lb for HVash in Equation (II).

  HHV2=[ ( 6200 Btu/ lb ×2.65× 10 3 lb )( 974 Btu/ lb ×( 0.20×2.65× 10 3 lb ) ) ( 3000 Btu/ lb ×6.6× 10 4 lb ) ]2.65× 10 3lb( 0.20×2.65× 10 3 lb)6.6× 10 4lb=13.934Btu1.46× 10 3lb=9543.8Btu/lb

Conclusion:

The value of the high temperature of heat in moisture free and ash free condition is calculated using the concept of subtracting moisture free and ash heat from original energy.

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
A simple supported one-way slab spans 24 ft. In addition to its own weight, it supports an uniformly distributed service live load of 100 psf. A masonry wall, which has a service dead load of 1500 lb/ft, is also supported by the slab along with an uniform service floor live load (a line load) of 500 lb/ft loaded as shown below in the figure. (a) (b) Select the depth of the slab using ACI Code's minimum thickness requirements where deflections are not computed. Design the primary steel and temperature steel and show your results in a sketch. The concrete is light-weight concrete and has a unit weight of 110 lb/ft³. Assume 3/4 inch cover on the reinforcement aand that f' 3 ksi and f₁ = 60 ksi. Use #6 bars for the primary steel and #4 bars for the shrinkage and temperature steel. Assume interior exposure, and use ACI 318-19. Repeat part (a) NOT using the ACI Code's minimum thickness requirements for cases where deflections are not computed. Use #6 bars for the primary steel and #4 bars…
Water (at 10° C has n = 1.31 x 106 m²/s) flows from reservoir A (surface elevation 100 m) through a 2.25-m-diameter concrete pipe (e = 0.36 mm; f=0.014) to reservoir B (surface elevation 91.84 m). If the 2 reservoirs are 17 km apart, find the flow velocity V (to 2 decimal places x.xx) ignoring minor losses. 100 m A L = 17 km P₁ h₁ + = + V² 2g D=2.25 m 91.84 m B + h₂ 2g P₂ = =h₂+ + V
The floor system of an apartment building consists of a 4-inch-thick reinforced concrete slab resting on three steel floor beams, which are in turn supported by two steel girders, as shown below. The areas of cross section of the floor beams and the girders are 18.3 in.2 and 32.7 in.², respectively. Determine the dead load acting on the beam CD. Steel girder (A-32.7 in.2) At I- 25 ft B I Steel column C D Steel floor beam (A =18.3 in.2) I a. 600.0 lb/ft b. 662.3 lb/ft c. 62.3 lb/ft d. 1347.3 lb/ft E 4 in. concrete slab 2 at 12 ft = 24 ft
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
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning
Text book image
Materials Science And Engineering Properties
Civil Engineering
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Cengage Learning
Text book image
Principles of Geotechnical Engineering (MindTap C...
Civil Engineering
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Cengage Learning
Text book image
Fundamentals of Geotechnical Engineering (MindTap...
Civil Engineering
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Text book image
Sustainable Energy
Civil Engineering
ISBN:9781337551663
Author:DUNLAP, Richard A.
Publisher:Cengage,