Horizontal-shaft paddle wheel flocculators are to be used for flocculation in a water plant with a design flow rate of 150 mld (million-liter per day) and water temperature of 10oC. Flocculation is to be designed with two parallel trains and each train is to be made off five stages of flocculation in series. The total detention time for flocculation is to be 20 min. Two paddle wheels will be on the shaft in each stage. The paddle wheel design contains 4 paddle arms and each paddle arm has three paddle blades with leading edges located at 0.67, 1.33, and 2.0 m from the shaft centerline. The width of the paddle blade is 0.15 m. Determine the following design features for the second stage in each flocculation train: A) Dimensions of the stage (depth, volume, area, length, and width) B) The power input required to achieve a gradient velocity (G) value of 40 s−1 C) The rotational speed of the paddle shaft.
Horizontal-shaft paddle wheel flocculators are to be used for flocculation in a water plant with a...
1. A cross- flow, horizontal shaft, paddle-wheel flocculation basin is to be designed for a flow of 20.000 m ld a mean velocity gradient of 33.33 s (at 10 C), and a detention time of 45 min. The GT value should be from 50,000 to 100,000. Tapered flocculation is to be provided, and three compartments of equal depth in series are to be used, as shown in Figure 1. The G values determined from laboratory tests for the three compartments...
Consider a conventional surface water treatment facility with a maximum day design capacity of 35 million gallons per day (mgd)Determine the configuration and dimensions for a 3-stage flocculaton system which uses horizontal paddle wheels. Determine the number of flocculations basins required. Determines the dimensions of each flocculation basin (width, length of each stage, total length, water depth, and freeboard), the detention time in each stage, the velocity gradient G in each stage, the blade configuration for the horizontal paddle wheel...
The flocculation process in one treatment train at a surface water treatment plant is to be designed to treat a flow rate of 12 ML/d with a hydraulic detention time of 30 minutes. The flocculation basin should be divided into 4 equally sized stages with successively lower velocity gradients in each stage (that is, tapered flocculation). The velocity gradients in stages 1, 2, 3, and 4 should be 80, 65, 50, and 35 s−1, respectively. The water temperature is 15°C....