Q.4] An inverted siphon was used to pass a discharge of canal under the main road with 0.2m head loss. The inner dimensions of this siphon are (1.5X1.5)m, safety screen used at entry and exit. The elbows of 22.5 degree were used in this siphon. Find the discharge of the canal. given the following site dimensions. Manning n of the siphon= 0.013, cross section area of the canal = 6.8 m² . k₁=0.2, K₂=0.3, kscreen= 0.2, Kelbow 0.05, length of siphon=(15+20+15)m. Sketch the structure with all details.
Q.4] An inverted siphon was used to pass a discharge of canal under the main road with 0.2m head loss. The inner dimensions of this siphon are (1.5X1.5)m, safety screen used at entry and exit. The elbows of 22.5 degree were used in this siphon. Find the discharge of the canal. given the following site dimensions. Manning n of the siphon= 0.013, cross section area of the canal = 6.8 m² . k₁=0.2, K₂=0.3, kscreen= 0.2, Kelbow 0.05, length of siphon=(15+20+15)m. Sketch the structure with all details.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Q.4] An inverted siphon was used to pass a discharge of canal under the main
road with 0.2m head loss. The inner dimensions of this siphon are (1.5X1.5)m,
safety screen used at entry and exit. The elbows of 22.5 degree were used in this
siphon. Find the discharge of the canal. given the following site dimensions.
Manning n of the siphon= 0.013, cross section area of the canal = 6.8 m². k₁=0.2,
K₂=0.3, kscreen= 0.2, Kelbow 0.05, length of siphon=(15+20+15)m. Sketch the
structure with all details.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F310b6f09-217f-4b8c-a2bd-47af7bfd97ca%2Fc844be90-f0cd-4fa5-9840-18bf89c38e7e%2Ft10t1rj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q.4] An inverted siphon was used to pass a discharge of canal under the main
road with 0.2m head loss. The inner dimensions of this siphon are (1.5X1.5)m,
safety screen used at entry and exit. The elbows of 22.5 degree were used in this
siphon. Find the discharge of the canal. given the following site dimensions.
Manning n of the siphon= 0.013, cross section area of the canal = 6.8 m². k₁=0.2,
K₂=0.3, kscreen= 0.2, Kelbow 0.05, length of siphon=(15+20+15)m. Sketch the
structure with all details.
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