A circular section channel 3m in diameter has a depth of flow of 1.0m and is laid to a gradient of 1:1000, and n = 0.012.a) compute the hydraulic radius of the channel. Blank 1b) compute the rate of flow in the channel in m³/s. Blank 2Blank 1 Add your answerBlank 2Add your answer

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

rcular section channel 3m in diameter has a depth of flow of 1.0m and is laid to a gradient of 1:1000, and n = ompute the hydraulic radius of the channel. Blank 1 ompute the rate of flow in the channel in m³/s. Blank 2 nk 1 Add your answer nk 2 Add your answer

rcular section channel 3m in diameter has a depth of flow of 1.0m and is laid to a gradient of 1:1000, and n = ompute the hydraulic radius of the channel. Blank 1 ompute the rate of flow in the channel in m³/s. Blank 2 nk 1 Add your answer nk 2 Add your answer

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: Calculate the hydraulic head, h along with the pore-water pressure, u at points 2, 4 and 6, after…

Q: For the branching pipe system in the figure below, if the discharge through pipe A is given, which…

A: The branching pipe system is given in the above figure. Discharge through pipe A is given. We have…

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: You are in charge of evaluating a segment of aqueduct pipe (diameter: 30cm). You know that pt. A has…

A: Diameter = 0.3 m PA = 500 kPa LAB = 100 m QAB = 175 L/s = 0.175 m3/s C = 100 Find: (a) Head lost…

Q: A sluice across a channel 6 m wide discharges a stream 1.2 m deep. What will be the tlow if the…

A: The figure is shown below,

Q: Explain the physical significance of the above equation and give the type of jump you would expect…

A: Physical significance of given equation and type of jump between section 2 and 3### Hydraulic jump…

Q: Answer fast and do calculation

Q: A certain flow field is describe by the stream function Ψ = A θ + B r sin θ Where A and B are…

Q: A) what is the number of drop of the flownet? B) What is the flow of water in the unit of cm^2/min?…

A: The given figure shows a concrete dam on-site and its corresponding flow net.The coefficient of…

Q: The rectangular channel is 2 m wide, and the depth of the water is y₁ = 1.6 m as it flows with an…

Q: A hydraulic oil is flowing in a horizontal drawn steel hydraulic tube ( ɛ = 1.5 x 10 -"m) with an ID…

A: The given data is shown below: ε=1.5×10-6 mInner diameter=0.047 mPressure difference=68 kPaSpecific…

Q: Review the three cases of flow through porous media shown below. For each case, consider and…

A: This is a question about Darcy’s law, which describes the flow of a fluid through a porous medium.…

Q: Example As shown in Fig., water is being discharged from a reservoir under a sluice gate at the rate…

Q: (7) Water flows in a rectangular channel with base width B-5 m and depth D=1.5 m. It then flows…

A: Given data Initial and final depth 1.5 and 0.5 mWidths 5 m find out Discharge Force

Q: Determine the elevation, pressure, and total hydraulic heads at all points, a through g using Datum…

A: step 1-

Q: rough a spillway and goes th = 15m³/s per meter width of the channel and water depth Y₁ = 0.…

Q: Add the energy grade line (EGL) as a solid line and the hydraulic grade line (HGL) as a dashed line…

A: The pressure head,

Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

A circular section channel 3m in diameter has a depth of flow of 1.0m and is laid to a gradient of 1:1000, and n = 0.012.
a) compute the hydraulic radius of the channel. Blank 1
b) compute the rate of flow in the channel in m³/s. Blank 2
Blank 1 Add your answer
Blank 2
Add your answer

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1: Given data-

VIEW

Step 2: Now , we have to calculate discharge (Q) -

VIEW

Solution

VIEW

Step by step

Solved in 3 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

A 300 mm diameter cast-iron pipe of 1000 m length delivers water from an upper reservoir to a lower reservoir. The difference in water levels of the two reservoirs is 30m. Determine the discharge through the pipe. Consider entrance and exit losses and the water to be at 10 degrees C. Take roughness height, e=0.24 mm. Klentrance)=0.5 and K(exit)=1.
Oil, with density of 900 kg/m³ and kinematic viscosity of 0.00001 m²/s, flows at 0.2 m³/s through 500 m of 200-mm-diameter cast-iron pipe. Determine the pressure drop if the pipe slows down at 10° in the flow direction. O 270.3 kPa O 231.6 kPa O 186.9 kPa O 211.1 kPa
A circular channel has a diameter of 4 ft. If the depth of the water is 2.75 ft, the hydraulic depth,in ft, is ___. I determined the subtended angle to be 224* using my own math I got an answer of 1.71, but using a calulator online I got an answer of 2.33 Used eq. Y=Area/Top width
Note:Hand written solution should be avoided.
Handwritten solution required for this FM problem. Show detailed work
Q1: For the set up shown in the following figure. Determine the total head, pressure head, elevation head at points A, B, C, D, E and F and seepage velocity of flow. 4.8 Sell, K-0.51 3.C BO D 3.6 2.4 1.8 1.2 0.6 0 Datum
Two Water flows from reservoir A to reservoir B through two pipes as shown below. Determine 1) thedischarge in the pipe, 2) the pressure at point P. Assume α = 1.0 at all locations and neglect any minor headloss
Plz, solve the parts of this question. Hydraulics. My Reg.No: 5395 Question # 02:a). The flow rate in a long rectangular channel (n = 0.014) is equal to the last three digits of your registration number in cubic feet per second. The channel is 12ft wide and there is an abrupt change in slope from 0.0019 to 0.018. PLOT a figure showing normal depths, critical depths and water surface profiles? b).Using Rayleigh’s procedure, PRODUCE an expression for the discharge over a spillway (Q) which is a function of head above spillway (H), height of spillway (h), velocity of flow (V) and acceleration due to gravity (g)?
Please answer question in detail subject is fluid mechanics
h b The figure shows the cross section of a channel carrying water. Determine h, b and that minimize the length of the wetted perimeter while maintaining a cross- sectional area of 8 m². (Minimizing the wetted perimeter results in least resistance to the flow.)
Explain the answers in full detail
2-A water well is fully penetrates a confined aquifer, as shown in the figure, the external radius of the gravel pack around the water well is 35cm. The length of well screen is 25m and the well discharge is 0.15m3/s. Assess the validity of Darcy's law for this flow. Jse p=1000 kg/m³, µ =1.14×10-3 pa.s, d=1mm)