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A water treatment plant is designed at a flow rate of 42.5 L-s-1. The water is to flow into two primary settling tanks operating in parallel. A detention time of 2.5 hours has been determined to be effective. Using a length to width ratio of 2:1 and an effective depth of 3.5 m, calculate the length of the tank in meters.

A water treatment plant is designed at a flow rate of 42.5 L-s-1. The water is to flow into two primary settling tanks operating in parallel. A detention time of 2.5 hours has been determined to be effective. Using a length to width ratio of 2:1 and an effective depth of 3.5 m, calculate the length of the tank in meters.

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
Problem 1.1P
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A water treatment plant is designed at a flow rate of 42.5 L-s-1. The water is to flow into two primary settling tanks operating in parallel. A detention time of 2.5 hours has been determined to be effective. Using a length to width ratio of 2:1 and an effective depth of 3.5 m, calculate the length of the tank in meters.
Transcribed Image Text:A water treatment plant is designed at a flow rate of 42.5 L-s-1. The water is to flow into two primary settling tanks operating in parallel. A detention time of 2.5 hours has been determined to be effective. Using a length to width ratio of 2:1 and an effective depth of 3.5 m, calculate the length of the tank in meters.
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