A grit chamber of rectangular cross-section is to be designed to remove particles with diameter of 0.25 mm and specific gravity of 2.The terminal settling velocity of the particles is estimated as 2.5 cm/s. The chamber is having a width of 0.50 m and has to carry a peak wastewater flow of 9720 m³/d giving the depth of flow as 0.75 m. If a flow-through velocity of 0.3 m/s has to be maintained using a proportional weir at the outlet end of the chamber, the minimum length of the chamber (in m, in integer) to remove 0.25 mm particles completely is
A grit chamber of rectangular cross-section is to be designed to remove particles with diameter of 0.25 mm and specific gravity of 2.The terminal settling velocity of the particles is estimated as 2.5 cm/s. The chamber is having a width of 0.50 m and has to carry a peak wastewater flow of 9720 m³/d giving the depth of flow as 0.75 m. If a flow-through velocity of 0.3 m/s has to be maintained using a proportional weir at the outlet end of the chamber, the minimum length of the chamber (in m, in integer) to remove 0.25 mm particles completely is
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A grit chamber of rectangular cross-section is to be designed to remove particles with diameter of 0.25
mm and specific gravity of 2. The terminal settling velocity of the particles is estimated as 2.5 cm/s. The
chamber is having a width of 0.50 m and has to carry a peak wastewater flow of 9720 m³/d giving the
depth of flow as 0.75 m. If a flow-through velocity of 0.3 m/s has to be maintained using a proportional
weir at the outlet end of the chamber, the minimum length of the chamber (in m, in integer) to remove
0.25 mm particles completely is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F72fa0533-aca2-40f1-a493-1d03dd143879%2Fa4ffd03c-407d-4cd3-98b0-d6f2c50772bb%2Fi6asmdn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A grit chamber of rectangular cross-section is to be designed to remove particles with diameter of 0.25
mm and specific gravity of 2. The terminal settling velocity of the particles is estimated as 2.5 cm/s. The
chamber is having a width of 0.50 m and has to carry a peak wastewater flow of 9720 m³/d giving the
depth of flow as 0.75 m. If a flow-through velocity of 0.3 m/s has to be maintained using a proportional
weir at the outlet end of the chamber, the minimum length of the chamber (in m, in integer) to remove
0.25 mm particles completely is
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