Uniform flow We will observe the stretch of the Salt River below Stewart Mountain Dam, Arizona. If the width of the river is 60 feet, the discharge is 150 cfs, the bed slope is 0.001, and n = 0.032, what is the normal depth of flow assuming extra-wide and shallow conditions? What is the normal depth of flow if a rectangular cross-section that is not extra-wide and shallow is assumed?

Q: Question 17 The water surface slope is 0.001 while the bed slope is 0.002 going downstream. Which of…

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Q: According to Lacey's theory of channel design, what will be the velocity of flow in the channel…

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Q: Determine the critical depth (m) for following rectangular open channel: Flowrate = 64 m^3/s Channel…

A: Given that: A rectangular channel, with flow rate, Q=64 m3/sChannel width, B=6m

Q: wide rectangular channel dug from clean earth (n=0.024) is to conduct a flow of 15 m3/s per meter of…

A: n = 0.024 Q = 15m3/sec   It has been asked in the question to determine the depth of flow for normal…

Q: A rectangular channel 1.6 m wide must carry water at depth of 1 m. What would be the maximum…

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Q: A rectangular channel with a bottom width of 4.0 m and a bottom slope of 0.0008 has a discharge of…

A: Q = 1.5 m^3/sB = 4 mn = 0.016So = 0.0008y = 0.3 mTo find the type of GVF profile

Q: A most economical rectangular channel 2.85 m wide is carrying a discharge of 2.53 m³/ s. Calculate…

A: A most economical rectangular channel-Width B=2.85 m,Discharge Q=2.53 m3/s,Manning constant…

Q: Given the following channel Depth in a Trapezoidal Channel Slope -0.007. ft/ft, Depth (-5 feet,…

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Q: a) The bottom width b) The channel bed slope

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Q: A rectangular open channel needs to be designed to carry a flow of 2.0 m³/s under uniform flow…

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Q: 013 calculate the dimensions of the best cross section if the shape of the channel is (a) circular…

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Q: A trapezoidal channel of bed width 5 m and side slopes 1:2 has a flow of 15 m3/s. At a certain point…

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Q: 1. If the critical depth of a wide rectangular channel is 3 m, determine the unit flow rate?

A: solution Given critical depth yc=3mts

Q: est cross section if the shape of the channel is (a) circular of diameter

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Q: Water depth in the Kankakee River was measured to be 5 ft. The width of the river is 1,000 ft and…

A: The given data is: River depth, d=5 ft River width, b=1000 ft The bed slope, S=0.0005

Q: of rectangular channel if discahrge value is ne velocity of flow is 4 m/s

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Q: What is the flow of the main channel in m3/s if n = 0.020 and side slopes 2H:1V? What is the flow of…

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Q: A wide, clean-earth river has a flow rate q = 150 ft³/s per foot. (a) What is the critical depth, Yc…

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Q: Calculate the time of concentration for a watershed given that the longest flow path covers 100 ft…

A: For rectangular channel, The slopes are 5% and 2.5%. Manning's coefficient is n=0.015. The lateral…

Q: According to Lacey's theory of channel design, what will be the velocity of flow in the channel…

A: Given : Discharge(Q) = 140cumec= 140m3/s Silt factor (f)=1 To determine : velocity of flow V

Q: Discharge Q2/The flood hydrograph upstream of a proposed bridge Time (hr) (ms) location is as…

A: Muskingum Routing method K = 3 hrs x = 0.3 ∆t = 1

Q: According to Lacey's theory of channel design, what will be the velocity of flow in the channel…

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Q: Give Answer fast and right.

A: Calculations:Given data y = 2.438 - depth of flow in meters B = 12 - bottom width in meters z =…

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

A: Given data-  d=1.75m D=2m s=0.175 n=0.025

Q: A rectangular channel 22 feet wide carries a flow of 25,000 cfs on a slope of 0.01. Manning's n for…

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Q: A 1 m wide rectangular channel has a bed slope of 0.0016 and the Manning's roughness coefficient is…

A: Given- Width of channel B=1 mBed slope S=0.0016Manning's constant n=0.04flow depth yn=0.5 m

Q: Question: A rectangular channel is 3m wide and has a depth of flow of 1.5m. The channel roughness ca…

A: The given data is: Width of channel (B) = 3 m Depth of flow (y) = 1.5 m Channel roughness (n) =…

Q: A trapezoidal open-channel (n 1.5m when the slope is 0.002.

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Q: sala* Find the flow for a trapezoidal channel, 7 m wide for uniform at depth of 2 m. The channel has…

A: The Manning formula is an empirical formula estimating the average velocity of a liquid flowing in a…

Q: calculate the discharge of water

A: Open channel flow- Fluid mechanics:

Q: A trapezoidal channel conveys a flow of 11.00m:/s. The channel has a side slope ratio of 1.70:1…

A: GivenQ=11 m3/sSide slope ratio (H:V)= (1.70:1)Bottom width=4.40mFlow depth =1mR=Hydraulic…

Q: Problem 5. A small river is in flood stage and you need to estimate the flow rate through it. The…

A: Q= 1.49nAR23S12 A= 2000 sqft P= 620 ft R= 2000/620= 3.226 ft Assuming S= 0.001  By COX METHOD,…

Q: Determine the normal depth in a triangular channel with bed slope of 0.0005, n = 0.013 and central…

A: Triangular Channel Bed slope (S) = 0.0005 Manning coefficient (n) = 0.013 Central angle = 90°…

Q: rapezoidal open channel. The following data are available:- 1- Cross-sectional area of flow in the…

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Q: A rectangular open channel carries a discharge of 15m3/s when depth of flow is 1.5m and bed slope is…

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Q: Qle: A flow rate of 0.4m ^ 3 /sec is to be carried in an open channel at a velocity of 1.5 m/sec. If…

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Q: Given the image of the open channel below and the accompanying geometry, determine the flow (m/s) to…

A: solution The slope is given as S=3.5%=0.035manning's costant for grass is given as N =0.03 depth…

Q: 5. Estimate the discharge in the stream cross section shown below using the given data. Determine…

A: The given values are as follows in the table, Station velocity(ft/s) 1 0.75 2 1.91 3 5.21…

Q: A rectangular with a width of 3.54 and n= 0.0154 is to carry water at a flow rate of 13.54 m3/s…

A: The values given in the question are as follows:Width of the rectangular channel(B)=3.54 mmanning's…

Time and time related variables in engineering

Time is the event progression starting from past to present and then, future statistically. The time-related variable is any particular value in relation to time to assess its changes on a specified (XY) plane.