Answered: A semi-circular channel is made from…

A semi-circular channel is made from brickwork (n = 0.013) and has a radius of 1.524 m. If the channel slope is 0.002, determine the rate of discharge if the channel is flowing full.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: An inlet Warpd transition was used to connect a rectangular flume with a trapezoidal canal as shown…

Q: Please answer fast.

Q: Q.17 A reservoir discharges through a sluice 0.915 m wide by 1.22 m deep. The top of the opening is…

Q: A hydraulic jump occurs in a 4 m wide rectangular channel carrying a discharge of 5 cumec at a slope…

A: A hydraulic jump occurs in, 4 m wide rectangular channel, B = 4 m Discharge, Q = 5 cumec Slope, S =…

Q: rcular section channel 3m in diameter has a depth of flow of 1.0m and is laid to a gradient of…

A: n = 0.012 d = 3 m s = 1/5000h = 1 m Here, First we have to calculate hydraulic radius (R) -

Q: )A 3 foot diameter culvert has a free discharge and steep slope. The entrance loss coefficient is K.…

A: step1-

Q: 30 0.5 m 0.2 m

A: Given Q=6100 l/s S=1/150

Q: Water with density of 1000 kg/m and viscosity of 0.001 Pas is to flow from reservoir A to reservoir…

Q: A bar screen is used to treat 10 MGD of menicipal wastewater. The vertical bars are 1.27 cm wide and…

Q: A V-shaped smooth steel channel with sides sloping at 30° to the horizontal has a gradient of 1 in…

A: Given, V shaped channel with side slope 30°Gradient=1 in 100m =0.01To determine,(a) The discharge…

Q: The ratio between the discharge and top width of a best hydraulic rectangular channel is (91/50) ,…

A: Given,The ratio between the discharge and the top width, QT = 9150Bed slope, S = 13000 and C = 50For…

Q: Question 48 A circular pipe has a diameter of 1m, bed slope of 1 in 1000, and Manning's roughness…

A: Given- Bed slope- s=1 in 1000, n=0.01, Dia D=1m, Depth of flow y=0.5 m,

Q: 1. Water flows in symmetrical trapezoidal channel lined with asphalt has a base width of 4.8 m and…

A: Data givenBase width, B = 4.8 mSide slope = 3 H : 1 Vn = 0.015Channel drop= 0.1 m to every 100 mFind…

Q: A drainage canal having a trapezoidal shape has a base equal to 2 m laid to a slope of 0.0015. The…

A: given data b=2m slope=0.0015 q=7.05m3/sec side slope=1:1 N=0.012 1.determine depth of flow d*(n2+1…

Q: a rectangular concrete channel, the equilibrium depth is 3.2 m. The channel is 2 m wide and the bed…

A: Gievn data,y = Uniform equilibrium flow depth =3.2 mb = Channel width = 2 mS = Bed slope = 0.0006n =…

Q: solve it please

A: Step 1: Step 2:There is Lil change in numbers like there is 26 instead of 20 and so on Hope you got…

Q: A trapezoidal canal has one side vertical and the other sloping 1:1. The discharge is known to be 20…

Q: The design of a city water supply is shown below. Pipe 1 is 300 mm diameter and 900 m long, Pipe 2…

Q: Water flows in a trapezoidal channel in which the bottom width is 6 m and the side slopes are 2:1…

A: The bottom width = 6 mSide slopes = 2 : 1 (H : V)n = 0.045Longitudinal slope of channel = 1.5%Flow…

Q: A 455-mm-diameter concrete pipe changes slope from 0.4% to 0.1% at a manhole. The Manning's…

A: Diameter of pipe = d = 455mm Slopes - S1 = .4% S2 = .1% Manning's coefficient = .0131 Flow rate = Q…

Q: the leak two gages 600m apart on the line show a difference of 140kpa. Downstream from the leak two…

Q: 6-25. A rectangular channel 20 ft wide has a roughness coefficient n = 0.015. a. Determine the…

A: Given: Rectangular channel: width, b = 20 ft n = 0.015 To find: a) Normal slope at a normal depth of…

Q: Find the value of discahrge through pipe having cross sectional area 2.2 m2 and flow velocity is 2…

A: Given data Cross sectional area (A) = 2.2 m2 Flow velocity (V) = 2 m/s Find discharge through pipe…

Q: Water flows at a depth of y1=0.4ft in a concrete channel which is 10ft wide. The discharge per unit…

A: Let y1 be the height of the pre-jump. Let y2 be the height of the post hump. y1 = 0.4 ft q = 10…

Q: A reservoir discharges through a sluice 0.915 m wide by 1.22 m deep. The top of the opening is 0.61…

Q: 500 mm diameter pipe is laid on a slope of 0.002 and is to carry 40 liters/sec. Using n = 0.013,…

Q: H.W.1: A concrete pipe culvert is to be constructed under road to carry a maximum discharge 9 m3…

A: When a pipe is fixed in an excavated trench to move water away called a pipe culvert. It is the most…

Q: A rectangular channel (b = 9 feet) crosses beneath a roadway inside a 70-inch RCP culvert with a C =…

A: Width of rectangular channel, Diameter of Culvert, Design Flow rate, Standard Length of 70-in RCP…

Q: A trapezoidal channel discharges water at a rate of 35 m³/s. If the Manning's n value is 0.015, the…

Q: Open channel flow

A: Given data : Depth of flow (d)=2.5 mwide (B)=5 m

Q: A 500mm radius sewer pipe is laid on a slope of 0.0015 and has a roughness coefficient of 0.012. The…

A: To find (A) Hydraulic radius (B) Discharge (C) Boundary shear stress (D)Cross sectional area of flow

Q: 2. What uniform stage of flow exist in a circular conduit 2.0m in diameter when the depth of flow is…

A: As per guidelines we need to answer only first question.

Q: Consider a concrete (n-0.013) wide rectangular 3 per channel that discharges 2.0 m /s flow. The…

A: Given: The value of n is 0.013. The discharge of the rectangular channel is 2.0 m3/sec per unit…

Q: A. Design a trapezoidal channel to carry a discharge of 10.5 m^3/s. The bottom slop of the channel…

Q: PROBLEM 1 A rectangular channel 12 in wide and 30 ft long yielded the following test results: with…

Q: Uniform flow occasionally occurs in a 5-m-diameter circular concrete conduit but the depth of flow…

A: Given data- diameter D= 5mn=0.013slope S=0.0005

Q: You must determine the normal depth for a flow in a rectangular canal. Presume flow to be uniform,…

A: Channel - Rectangular The rate of flow, Q = 10 m3/sec The width of the channel, B = 8m Slope -…

Q: bottom width of trapezoid-shaped canal = 1.5 meters depth of flow = 1.5 meters side slopes = 3H : 2V…

A: Top width of trapezoidal sectional, depth, side slope , channel slope and manning’s constant value…

Q: Find the value of discahrge through pipe having cross sectional area 2.2 m2 and flow velocity is 2…

A: Given data, Cross Sectional area (A) = 2.2 m² Flow velocity (V) = 2 m/s

Question

A semi-circular channel is made from brickwork (n = 0.013) and has a radius of
1.524 m. If the channel slope is 0.002, determine the rate of discharge if the
channel is flowing full.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1 by using mannings formula

VIEW

Step 2 now Q=

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Similar questions

Water flows in a rectangular finished concrete channel that is long enough that uniform flow conditions are established. The flow rate is Q-9.6 m³/s, while the channel has a bottom width b = 2.2 m, the Manning coefficient is n=0.012, and the bottom slope of the channel is So 0.00205. A block with a height such that h=0.34 m is placed on the bottom of the channel, the block height being sufficiently high enough that choked flow conditions occur above the block. a) Calculate the uniform and critical flow depths for the channel. b) Calculate the flow depths immediately upstream and downstream of the block, assuming that there are no losses across the block. e) State where the hydraulic jump that forms is located in the channel relative to the block (i.e. upstream or downstream), and calculate the missing depth immediately upstream or downstream of the hydraulic jump, as appropriate. d) Classify the water surface profiles upstream and downstream of the block. e) Calculate the distance…
Find the value of discahrge through pipe having cross sectional area 2.2 m2 and flow velocity is 2 m/s
A trapezoidal channel with bottom width b = 5 ft and side slopes m = 2 (that is 2 horizontal over 1 vertical) carries Q = 100 cfs at depth y = 3.15 ft. The water temperature is 60 F, and the kinematic viscosity at this temperature is v= 1.217 * 10-5 ft2/s. (a) Determine if the flow is turbulent or laminar. (b) Determine if the flow is subcritical or supercritical.
Hydraulics course
A rectangular channel 4m wide with critical depth of 2.5 m. Compute the: a.) Discharge b.) Froude Number
Find the value of discahrge through pipe having cross sectional area 2.2 m2 and flow velocity is 2 m/s
● Design a regime channel to carry a discharge of 40 cumecs by Lacey's Theory. Assume side slopes to be 1: 1. The average size of the bed material may be taken as 0.8 mm.
Water flows in a 1.5 m wide rectangular channel with a flowrate of Q = 0.8 m3 /s and upstream depth of y1 = 0.75 m. Determine the flow velocity and the surface elevation at section 2.
5. A tar coated (n = 0.014) triangular channel has 45ᵒ sides and slope of 0.0004. Compute the normal depth for a discharge of 140 ft3/s.
Q3. Find the discharge through a fully submerged orifice of 2 m wide and 1 m deep, if the difference of water levels on both sides of the orifice is 3m. Take Cd 0.6.
Water flows steadily in a 1.4-m-wide rectangular channel at a rate of 0.7 m3/s. If the flow depth is 0.40 m. Determine the critical depth. A 0.643 m B None of the above C 0.294 m D 1.088 m
Subject : Fluid mechanics Please read the question carefully and give me right solution according to the question. Thank you