A flocculate is designed to achieve a velocity gradient of 50 s with a volume of3000 m' .the viscosity of the water is 1.1x10 Pa-sec. The coefficient of drag paddleis 1.8 and paddle tip velocity is 0.8 m/sec. The relative velocity of the paddle is withrespect to water is 70% of paddle tip velocity. The mass density of water is1002 kg/m. Calculate the power required for paddles and total area of the paddleblades.a) 7.57 kW and 45.98 m²b) 9.12 kW and 60.53 m²c) 8.25 kW and 52.10 m²d) 6.38 kW and 39.59 m? A flocculate is designed to achieve a velocity gradient of 50 s with a volume of3000 m' .the viscosity of the water is 1.1x10 Pa-sec. The coefficient of drag paddleis 1.8 and paddle tip velocity is 0.8 m/sec. The relative velocity of the paddle is withrespect to water is 70% of paddle tip velocity. The mass density of water is1002 kg/m. Calculate the power required for paddles and total area of the paddleblades.a) 7.57 kW and 45.98 m²b) 9.12 kW and 60.53 m²c) 8.25 kW and 52.10 m²d) 6.38 kW and 39.59 m?

Power is the rate at which work is done upon an object. It is a time-based quantity. Power =…

A flocculate is designed to achieve a velocity gradient of 50 s 3000 m² .the viscosity of the water is 1.1x10 Pa-sec. The coefficient of drag paddle is 1.8 and paddle tip velocity is 0.8 m/sec. The relative velocity of the paddle is with respect to water is 70% of paddle tip velocity. The mass density of water is 1002 kg/m². Calculate the power required for paddles and total area of the paddle with a volume of blades.

A flocculate is designed to achieve a velocity gradient of 50 s 3000 m² .the viscosity of the water is 1.1x10 Pa-sec. The coefficient of drag paddle is 1.8 and paddle tip velocity is 0.8 m/sec. The relative velocity of the paddle is with respect to water is 70% of paddle tip velocity. The mass density of water is 1002 kg/m². Calculate the power required for paddles and total area of the paddle with a volume of blades.

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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