№ files_lp_4_process_1_39557
Technical source describing design calculations for a flocculation basin and primary clarifier based on given flow rates, geometry, and batch settling test data.
Year: 2011
Institution: Lafayette College
Department: Civil and Environmental Engineering
Course: CE 425: Water Supply and Pollution Control
Assignment: Homework #12
Due Date: 2011-04-21
Topic: Flocculation basin and primary clarifier design
Flow Rate: 13.0 MGD (flocculation basin), 2.5 MGD (wastewater)
Basin Type: Cross-flow horizontal shaft paddle-wheel
Compartment Details: Three equal-depth compartments in series with tapered flocculation
Mean Velocity Gradient (G): 26.7 sec⁻¹ at 50°F
Paddle Wheel: Blade width 6 in., length 10 ft, six blades per wheel, spacing 12 in. between blades, 30–36 in. between wheels
Settling Test Column: Diameter 5 in (125 mm), height 8 ft (2.44 m), initial suspended solids 597 mg/L
Sampling Depths: 2, 4, 6, 8 ft from water surface
Target Solids Removal: 65%
Note: Calculation tasks include determining basin dimensions, paddle-wheel design, compartment power requirements, rotational speed range, and primary clarifier diameter and depth.
Price: 8 / 10 USD
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