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in which B is the convenience unit of inches per year. This parameter should be thought of as an average value for the entire lake, and for this problem B should be treated as a constant. Section 3.3 3-10. A cylindrical tank having a diameter of 100 ft is used to store water for distribution to a suburban neighborhood. The average water consumption (stream 2 in Figure 3.10) during pre-dawn hours (midnight to 6 AM) is 100 m'/h. From 6 AM to 10 AM the average water consumption increases to 500 m/h, and then diminishes to 300 m'/h from 10 AM to 5 PM. During the night hours, from 5 PM to midnight, the average consumption falls even lower to 200 m /h. The tank is replenished using a line (stream 1) that delivers water steadily into the tank at a rate of 1120 gal/min. Assuming that the level of the tank at midnight is 3 m, plot the average level of the tank for a 24 hour period. 3 3 e: ade 1 www me www w 0) S risb c 2 H7 Figure 3.10. Water storage tank for distribution M wwwwa de www s d

in which B is the convenience unit of inches per year. This parameter should be thought of as an average value for the entire lake, and for this problem B should be treated as a constant. Section 3.3 3-10. A cylindrical tank having a diameter of 100 ft is used to store water for distribution to a suburban neighborhood. The average water consumption (stream 2 in Figure 3.10) during pre-dawn hours (midnight to 6 AM) is 100 m'/h. From 6 AM to 10 AM the average water consumption increases to 500 m/h, and then diminishes to 300 m'/h from 10 AM to 5 PM. During the night hours, from 5 PM to midnight, the average consumption falls even lower to 200 m /h. The tank is replenished using a line (stream 1) that delivers water steadily into the tank at a rate of 1120 gal/min. Assuming that the level of the tank at midnight is 3 m, plot the average level of the tank for a 24 hour period. 3 3 e: ade 1 www me www w 0) S risb c 2 H7 Figure 3.10. Water storage tank for distribution M wwwwa de www s d

Introduction to Chemical Engineering Thermodynamics
Introduction to Chemical Engineering Thermodynamics
8th Edition
ISBN:9781259696527
Author:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Publisher:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Chapter1: Introduction
Section: Chapter Questions
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in which B is the convenience unit of inches per year. This parameter should be thought of as an average value for the entire lake, and for this problem B should be treated as a constant. Section 3.3 3-10. A cylindrical tank having a diameter of 100 ft is used to store water for distribution to a suburban neighborhood. The average water consumption (stream 2 in Figure 3.10) during pre-dawn hours (midnight to 6 AM) is 100 m'/h. From 6 AM to 10 AM the average water consumption increases to 500 m/h, and then diminishes to 300 m'/h from 10 AM to 5 PM. During the night hours, from 5 PM to midnight, the average consumption falls even lower to 200 m /h. The tank is replenished using a line (stream 1) that delivers water steadily into the tank at a rate of 1120 gal/min. Assuming that the level of the tank at midnight is 3 m, plot the average level of the tank for a 24 hour period. 3 3 e: ade 1 www me www w 0) S risb c 2 H7 Figure 3.10. Water storage tank for distribution M wwwwa de www s d
Transcribed Image Text:in which B is the convenience unit of inches per year. This parameter should be thought of as an average value for the entire lake, and for this problem B should be treated as a constant. Section 3.3 3-10. A cylindrical tank having a diameter of 100 ft is used to store water for distribution to a suburban neighborhood. The average water consumption (stream 2 in Figure 3.10) during pre-dawn hours (midnight to 6 AM) is 100 m'/h. From 6 AM to 10 AM the average water consumption increases to 500 m/h, and then diminishes to 300 m'/h from 10 AM to 5 PM. During the night hours, from 5 PM to midnight, the average consumption falls even lower to 200 m /h. The tank is replenished using a line (stream 1) that delivers water steadily into the tank at a rate of 1120 gal/min. Assuming that the level of the tank at midnight is 3 m, plot the average level of the tank for a 24 hour period. 3 3 e: ade 1 www me www w 0) S risb c 2 H7 Figure 3.10. Water storage tank for distribution M wwwwa de www s d
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