A 2.75-m-Ø wood-stave pipe has 9 m³/s of water entering through a horizontal 30⁰ reducing bend where the other end is 1.82 m diameter. The curved portion is made of steel plate to resist rupture and the bend is embedded in concrete olock weighing 2400 kg/m³. The pressure at entrance of the bend is 138 kPa. The combined weight of the bend and its content is 268 kN. Neglecting friction in the flow, compute the minimum volume of concrete olock holding the bend that can withstand the thrust of SC:
A 2.75-m-Ø wood-stave pipe has 9 m³/s of water entering through a horizontal 30⁰ reducing bend where the other end is 1.82 m diameter. The curved portion is made of steel plate to resist rupture and the bend is embedded in concrete olock weighing 2400 kg/m³. The pressure at entrance of the bend is 138 kPa. The combined weight of the bend and its content is 268 kN. Neglecting friction in the flow, compute the minimum volume of concrete olock holding the bend that can withstand the thrust of SC:
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Hydraulics for civil engineering
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![j A 2.75-m-Ø wood-stave pipe has 9
m³/s of water entering through a horizontal 30⁰
reducing bend where the other end is 1.82 m in
diameter. The curved portion is made of steel plate to
resist rupture and the bend is embedded in concrete
block weighing 2400 kg/m³. The pressure at entrance
of the bend is 138 kPa. The combined weight of the
bend and its content is 268 kN. Neglecting friction in
the flow, compute the minimum volume of concrete
block holding the bend that can withstand the thrust of
water on the bend assuming the coefficient of friction
between the concrete and its foundation is 0.30.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1157fb8c-f751-404f-ad8c-6ad7dfb0f79d%2F5d16b8f7-ee0e-43e8-96a9-0b64a7a685f3%2F5ew5bno_processed.jpeg&w=3840&q=75)
Transcribed Image Text:j A 2.75-m-Ø wood-stave pipe has 9
m³/s of water entering through a horizontal 30⁰
reducing bend where the other end is 1.82 m in
diameter. The curved portion is made of steel plate to
resist rupture and the bend is embedded in concrete
block weighing 2400 kg/m³. The pressure at entrance
of the bend is 138 kPa. The combined weight of the
bend and its content is 268 kN. Neglecting friction in
the flow, compute the minimum volume of concrete
block holding the bend that can withstand the thrust of
water on the bend assuming the coefficient of friction
between the concrete and its foundation is 0.30.
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