1. Water flows steadily into and out of Tank 1 (a large open tank) and into and out of Tank 2 (another large open tank). The discharge pipe at the base of Tank 1 is 2 inches in diameter. The discharge pipe at the bottom of Tank 2 is 3 inches in diameter. The water depth in Tank 2 above the discharge pipe is 4 feet. Neglect head losses. a) Determine the flow into and out of the tanks in cubic feet per second (cfs). b) Determine the required water depth in feet in Tank 1 to maintain a steady flow through the system.
1. Water flows steadily into and out of Tank 1 (a large open tank) and into and out of Tank 2 (another large open tank). The discharge pipe at the base of Tank 1 is 2 inches in diameter. The discharge pipe at the bottom of Tank 2 is 3 inches in diameter. The water depth in Tank 2 above the discharge pipe is 4 feet. Neglect head losses. a) Determine the flow into and out of the tanks in cubic feet per second (cfs). b) Determine the required water depth in feet in Tank 1 to maintain a steady flow through the system.
Chapter2: Loads On Structures
Section: Chapter Questions
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Transcribed Image Text:1. Water flows steadily into and out of Tank 1 (a large open tank) and into and out of Tank 2 (another large
open tank). The discharge pipe at the base of Tank 1 is 2 inches in diameter. The discharge pipe at the
bottom of Tank 2 is 3 inches in diameter. The water depth in Tank 2 above the discharge pipe is 4 feet.
Neglect head losses.
a) Determine the flow into and out of the tanks in cubic feet per second (cfs).
b) Determine the required water depth in feet in Tank 1 to maintain a steady flow through the system.
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