WOULD be required for the flow of water to fill the tank, if there was no outflow. In other words, it is the average time for which the water is detained in the tank. Hence it is the ratio of the volume of the basin to the rate of flow through the basin.Detention Time (DT)Average theoritical time taken by water to travel from inlet to outlet of settling tank is known as detention time. Detention time should be greater than settling time of particle to capture the particle in the settling tank.\({\RM{DT}} = \frac{{{\rm{Volume\;of\;settling\;tank}}}}{{{\rm{Discharge}}}} = \frac{{\rm{V}}}{{\rm{Q}}}\)It is expressed in hoursCalculation:Breadth = 2 m, length = 4 m and depth = 2.5 m.The rate of flow (Q) = 4 ×103 liters per HOUR =4 M3/hrVolume of the tank = 20 m3 \({\rm{DT}} = \frac{{{\rm{Volume\;of\;settling\;tank}}}}{{{\rm{Discharge}}}} = \frac{{\rm{20}}}{{\rm{4}}}=5\)Detention time = 5 hours

"> WOULD be required for the flow of water to fill the tank, if there was no outflow. In other words, it is the average time for which the water is detained in the tank. Hence it is the ratio of the volume of the basin to the rate of flow through the basin.Detention Time (DT)Average theoritical time taken by water to travel from inlet to outlet of settling tank is known as detention time. Detention time should be greater than settling time of particle to capture the particle in the settling tank.\({\RM{DT}} = \frac{{{\rm{Volume\;of\;settling\;tank}}}}{{{\rm{Discharge}}}} = \frac{{\rm{V}}}{{\rm{Q}}}\)It is expressed in hoursCalculation:Breadth = 2 m, length = 4 m and depth = 2.5 m.The rate of flow (Q) = 4 ×103 liters per HOUR =4 M3/hrVolume of the tank = 20 m3 \({\rm{DT}} = \frac{{{\rm{Volume\;of\;settling\;tank}}}}{{{\rm{Discharge}}}} = \frac{{\rm{20}}}{{\rm{4}}}=5\)Detention time = 5 hours

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Calculate detention time of the tank whose breadth is 2 m, length is 4 m and depth is 2.5 m. The rate of flow is 4 × 103 liters per hour.

Waste Water Engineering Adsorption Water Treatment in Waste Water Engineering . 7 months ago

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Concept:The detention time (t) of a settling tank may be defined as the average theoretical time required for the water to flow through the tank. It is thus the time that WOULD be required for the flow of water to fill the tank, if there was no outflow. In other words, it is the average time for which the water is detained in the tank. Hence it is the ratio of the volume of the basin to the rate of flow through the basin.Detention Time (DT)Average theoritical time taken by water to travel from inlet to outlet of settling tank is known as detention time. Detention time should be greater than settling time of particle to capture the particle in the settling tank.\({\RM{DT}} = \frac{{{\rm{Volume\;of\;settling\;tank}}}}{{{\rm{Discharge}}}} = \frac{{\rm{V}}}{{\rm{Q}}}\)It is expressed in hoursCalculation:Breadth = 2 m, length = 4 m and depth = 2.5 m.The rate of flow (Q) = 4 ×103 liters per HOUR =4 M3/hrVolume of the tank = 20 m3 \({\rm{DT}} = \frac{{{\rm{Volume\;of\;settling\;tank}}}}{{{\rm{Discharge}}}} = \frac{{\rm{20}}}{{\rm{4}}}=5\)Detention time = 5 hours

Posted on 07 Nov 2024, this text provides information on Waste Water Engineering related to Adsorption Water Treatment in Waste Water Engineering. Please note that while accuracy is prioritized, the data presented might not be entirely correct or up-to-date. This information is offered for general knowledge and informational purposes only, and should not be considered as a substitute for professional advice.

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