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Home › Engineering Help › MPT 651 MUNICIPAL ENGINEERING PRACTICES WEEK 5 TAKE HOM...
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MPT 651 MUNICIPAL ENGINEERING PRACTICES WEEK 5 TAKE HOME ASSIGNMENT (individual) Using the following information:  Site Area = 0.185 ha with a Runoff Coefficient = 0.90  I2-Year = 88.2 mm/hr…… I100-Year = 250.3 mm/hr  Storage Tank Area = 22 m2  Max. Depth of Storage = 2.7 m (from bottom of tank)  Max. Depth of Tank = 3.0 m (we want 0.3 m of freeboard) Note: Please respond to my message so that way I know that you are not a bot.
Date Posted: 13/04/2021
Category: Engineering
Due Date: 19/04/2021
Instruction
ASSIGNMENT: a) Calculate Q Allowable (Use 2-Year Discharge Based on C=0.50) b) Calculate Q 100-Year c) Calculate Q Orifice (using a 75mm orifice plate and Cd=0.60) d) Compare Q Orifice to Q Allowable ….. Are we okay? Make a statement. e) Calculate Q stored = Q100 – Q Orifice f) Calculate Volume Required (use of concentration of 10 minutes.) o HINT: if Flow = Volume / Time……. then Volume = Flow x Time g) Compare Volume Provided (in tank)…. Are we okay? Make a statement. Due Date: NEXT WEEK Thank you.
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