2. A contracted rectanqular sh arp. crested weir 2m lang of 0.Sm. Compute the dischorge using francis Furm ula if it 'has two - end contraction. 3. The discharge thru weir is O.34 th³/s. If the is 2. 4m, det. discharges water the disch orge under head a rectang ular supprosted length the had, H. Neglect voluăty of approach.
2. A contracted rectanqular sh arp. crested weir 2m lang of 0.Sm. Compute the dischorge using francis Furm ula if it 'has two - end contraction. 3. The discharge thru weir is O.34 th³/s. If the is 2. 4m, det. discharges water the disch orge under head a rectang ular supprosted length the had, H. Neglect voluăty of approach.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![2. A contracted rectongular sh arp- crested weir
head
2m long
dischorges water
under
the discharge
of 0. Sm. Compute e. using francis
Furmala iF it has two -end contraction.
3. The discharge
weir is O.34 th>%s. If the is 2. 4m,
det.
using.
a rectang ul ar suppresed
length
thru
the had, H. Neglect roluăty of approach.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F358bf127-598d-49fc-95fc-724cfeec53e5%2F139c8360-be5c-4f40-93d9-58afc7cc78c8%2Fgtexuzf_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2. A contracted rectongular sh arp- crested weir
head
2m long
dischorges water
under
the discharge
of 0. Sm. Compute e. using francis
Furmala iF it has two -end contraction.
3. The discharge
weir is O.34 th>%s. If the is 2. 4m,
det.
using.
a rectang ul ar suppresed
length
thru
the had, H. Neglect roluăty of approach.
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