Problem 5: Water TreatmentIn water treatment plants, settling basins are used to remove suspended contaminants. Consider asettling basin that is 6.0 ft deep, 6.0 ft wide, and 32 ft long (in the direction of flow).32 ft6.0 ft6.0 ftPart AIf the water flows at 1.2 ft³/s, how long will it take the water pass through the basin? [s]Part BConsider a worst-case scenario where a suspended contaminant enters the basin at the watersurface. To be removed, it must settle to the bottom before it is flushed out of the basin. Whatsettling velocity is required to capture this worst-case suspended contaminant? [m/s]Part CAssuming the suspended contaminant has a density of p = 1,200 kg/m³, how big must thecontaminant be in order to settle in time? Report your result as a diameter [mm]. Assume waterdensity pr= 1000 kg/m³ and dynamic viscosity μ = 0.001518 Ns/m².

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In water treatment plants, settling basins are used to settling basin that is 6.0 ft deep, 6.0 ft wide, and 32 Q 32 ft Part A If the water flows at 1.2 ft³/s, how long will it take Part B Consider a worst-case scenario where a suspende surface. To be removed, it must settle to the botto settling velocity is required to capture this worst-

In water treatment plants, settling basins are used to settling basin that is 6.0 ft deep, 6.0 ft wide, and 32 Q 32 ft Part A If the water flows at 1.2 ft³/s, how long will it take Part B Consider a worst-case scenario where a suspende surface. To be removed, it must settle to the botto settling velocity is required to capture this worst-

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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