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A pipe slopes downwards from 20 cm diameter at upstream section 1 (elevation 25 m) to 30 cm diameter at downstream section 2 (elevation 20 m). A pressure gauge installed at section 1 reads 125 kPa when the water flow rate is 0.25 m3⁄s. If the kinetic energy correction factor for sections 1 and 2 are 1.1 and 1.3 respectively, workout the reading of the pressure gauge at section 2. The loss of head through the pipe may be assumed as 1.2(V1 − V2)2/2g . For the pressure and temperature condition involved, specific weight of water equals 10 kN⁄m3 .Correct answer is 'Range: 190 to 190.5'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about A pipe slopes downwards from 20 cm diameter at upstream section 1 (elevation 25 m) to 30 cm diameter at downstream section 2 (elevation 20 m). A pressure gauge installed at section 1 reads 125 kPa when the water flow rate is 0.25 m3⁄s. If the kinetic energy correction factor for sections 1 and 2 are 1.1 and 1.3 respectively, workout the reading of the pressure gauge at section 2. The loss of head through the pipe may be assumed as 1.2(V1 − V2)2/2g . For the pressure and temperature condition involved, specific weight of water equals 10 kN⁄m3 .Correct answer is 'Range: 190 to 190.5'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for A pipe slopes downwards from 20 cm diameter at upstream section 1 (elevation 25 m) to 30 cm diameter at downstream section 2 (elevation 20 m). A pressure gauge installed at section 1 reads 125 kPa when the water flow rate is 0.25 m3⁄s. If the kinetic energy correction factor for sections 1 and 2 are 1.1 and 1.3 respectively, workout the reading of the pressure gauge at section 2. The loss of head through the pipe may be assumed as 1.2(V1 − V2)2/2g . For the pressure and temperature condition involved, specific weight of water equals 10 kN⁄m3 .Correct answer is 'Range: 190 to 190.5'. Can you explain this answer?.

Solutions for A pipe slopes downwards from 20 cm diameter at upstream section 1 (elevation 25 m) to 30 cm diameter at downstream section 2 (elevation 20 m). A pressure gauge installed at section 1 reads 125 kPa when the water flow rate is 0.25 m3⁄s. If the kinetic energy correction factor for sections 1 and 2 are 1.1 and 1.3 respectively, workout the reading of the pressure gauge at section 2. The loss of head through the pipe may be assumed as 1.2(V1 − V2)2/2g . For the pressure and temperature condition involved, specific weight of water equals 10 kN⁄m3 .Correct answer is 'Range: 190 to 190.5'. Can you explain this answer? in English & in Hindi are available as part of our courses for Civil Engineering (CE). Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free.

Here you can find the meaning of A pipe slopes downwards from 20 cm diameter at upstream section 1 (elevation 25 m) to 30 cm diameter at downstream section 2 (elevation 20 m). A pressure gauge installed at section 1 reads 125 kPa when the water flow rate is 0.25 m3⁄s. If the kinetic energy correction factor for sections 1 and 2 are 1.1 and 1.3 respectively, workout the reading of the pressure gauge at section 2. The loss of head through the pipe may be assumed as 1.2(V1 − V2)2/2g . For the pressure and temperature condition involved, specific weight of water equals 10 kN⁄m3 .Correct answer is 'Range: 190 to 190.5'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of A pipe slopes downwards from 20 cm diameter at upstream section 1 (elevation 25 m) to 30 cm diameter at downstream section 2 (elevation 20 m). A pressure gauge installed at section 1 reads 125 kPa when the water flow rate is 0.25 m3⁄s. If the kinetic energy correction factor for sections 1 and 2 are 1.1 and 1.3 respectively, workout the reading of the pressure gauge at section 2. The loss of head through the pipe may be assumed as 1.2(V1 − V2)2/2g . For the pressure and temperature condition involved, specific weight of water equals 10 kN⁄m3 .Correct answer is 'Range: 190 to 190.5'. Can you explain this answer?, a detailed solution for A pipe slopes downwards from 20 cm diameter at upstream section 1 (elevation 25 m) to 30 cm diameter at downstream section 2 (elevation 20 m). A pressure gauge installed at section 1 reads 125 kPa when the water flow rate is 0.25 m3⁄s. If the kinetic energy correction factor for sections 1 and 2 are 1.1 and 1.3 respectively, workout the reading of the pressure gauge at section 2. The loss of head through the pipe may be assumed as 1.2(V1 − V2)2/2g . For the pressure and temperature condition involved, specific weight of water equals 10 kN⁄m3 .Correct answer is 'Range: 190 to 190.5'. Can you explain this answer? has been provided alongside types of A pipe slopes downwards from 20 cm diameter at upstream section 1 (elevation 25 m) to 30 cm diameter at downstream section 2 (elevation 20 m). A pressure gauge installed at section 1 reads 125 kPa when the water flow rate is 0.25 m3⁄s. If the kinetic energy correction factor for sections 1 and 2 are 1.1 and 1.3 respectively, workout the reading of the pressure gauge at section 2. The loss of head through the pipe may be assumed as 1.2(V1 − V2)2/2g . For the pressure and temperature condition involved, specific weight of water equals 10 kN⁄m3 .Correct answer is 'Range: 190 to 190.5'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice A pipe slopes downwards from 20 cm diameter at upstream section 1 (elevation 25 m) to 30 cm diameter at downstream section 2 (elevation 20 m). A pressure gauge installed at section 1 reads 125 kPa when the water flow rate is 0.25 m3⁄s. If the kinetic energy correction factor for sections 1 and 2 are 1.1 and 1.3 respectively, workout the reading of the pressure gauge at section 2. The loss of head through the pipe may be assumed as 1.2(V1 − V2)2/2g . For the pressure and temperature condition involved, specific weight of water equals 10 kN⁄m3 .Correct answer is 'Range: 190 to 190.5'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.