Compute the values of Bazin's m and Powell's e for a trapezoidal channel carrying 3400 cfs with base width of 20 feet, side slope of 2 horizontal:1 vertical, depth of flow of 6 ft, and channel bed slope of 0.005. 1.

Q: rmine the slope if Darcy-Weisbach constant is 0.011 (final answer shall be in fraction i.e. 1/50)

A: For v channel :slant length of the channel l=Depthcosθ2l=3cos40=3.7082mWetted Area…

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: An irrigation channel is to carry a full supply discharge of 30m³ /sec at a velocity of 1.75 m/ sec.…

A:

Q: A 3.05 m wide, rectangular channel (n = 0.012) with a 0.0049 slope is able to move 13.6 m3/s of…

A:

Q: A trapezoidal channel carry water at a rate equal to 10 m?/sec, Manning's n is 0.02 and bed slope is…

A:

Q: 6) For a rectangular shaped channel carrying a flow (Q) of 50 ft/s, with a base width (b) of 12…

A: Q = 50 m³/sec B = 12 ft n = 0.025 Slope = 0.02 ft/ft.

Q: Calculate the normal depth for a rectangular channel with 4 ft width, 10 cfs discharge rate, 0.03…

A:

Q: if the median size of bed material of a natural channel is 1.2 mm, then the Manning's n coefficient…

A: Using strickler equation

Q: Determine the dimensions of a trapezoidal channel, lined with concrete (n 0.015) with side slopes at…

A: Manning's coefficient n =0.015The side slope has an angle = 45 to the horizontalThe bed slope of the…

Q: Q31. A trapezoidal channel with bottom width of 4.0 m and side slopes 1:1 has Manning's N of 0.02.…

A:

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

A:

Q: Determine the slope of a channel if it has a bottom width of 20 ft, a side slope of 2:1, water depth…

A:

Q: An irrigation channel is to carry a full supply discharge of 30m³ /sec at a velocity of 1.75 m/ sec.…

A:

Q: Use the Muskingum-Cunge method to route the hydrograph of Example 9.9 for S₁ = 0.0007. Example 9.9…

A: Solve below problem with S0 = 0.0007 using Muskingum-Cunge method.

Q: section width is reduced to IS m and channel D.50m.Find the change in water surface elevation.

A:

Q: 2. A 1.50 m diameter circular channel flowing at maximum velocity is to be replaced by a trapezoidal…

A: Given a circular channel,D=1.50m To be replace by Trapezoidal channel, n=0.030,S=0.01 Find…

Q: Prove that angle of inclination in a Cipolletti weir equals to 14°2¹ ?

A: This question is related to Fluid mechanic from Civil Engineering.Find out - Prove that angle of…

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

A:

Q: A gauging station has a measured depth of 1.27 m in a triangular section. What is the distance and…

A:

Q: The cumulative volumes at St.Km’s 0+150 and 0+180 are 2025 and 1875 m3 respectively. If at the…

A: Givencumulative cut  volumes at station 0+150 =Vcut=2025m3cumulative fill volume at station 0+180…

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: Find the value of cross sectional area of channel having discahrge value is 20 m3/s and flow…

A: Introduction : The given question is related with fluid mechanics . In this question we are provided…

Q: For routing of flood, in a given channel using the Muskingum method, two of the routing coefficients…

A: Given data- Muskingum Coefficient- Co=-0.25C1=0.55 To find- C2

Q: The cross section at station 2+60 has a cut area of 9 ft2 and a fill area of 4 ft2 and the cross…

A:

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

A:

Q: a triangular channel with a bed slope of 1 in 1000 has a discharge of 6 m3/s.Assuming n=0.025,design…

A: The channel ber slope is S=11000. The discharge is Q=6 m3/s. The roughness coefficient is n=0.025.…

Q: A channel is 6.00 m wide at depth and n=0.005. According to these data, find: a. The average normal…

A:

Q: Consider the size of trapezoidal drainage channel. • Bed slope of channel= 0.015ft/ft • Depth of…

A:

Q: What is the Froude number in a triangular channel with a sidewall slope of m = 1.5 ,water depth of y…

A: Triangular channel Side slope (1:m) = 1:1.5 Depth of flow (y) = 0.66m Discharge (Q) = 0.2 m3/s…

Q: A 2 m wide rectangular channel carries 3 a discharge of 10 m³/s. What would be the depth of flow if…

A: given- Rectangular channel- width B=2 mdischarge Q=10 m3/sFroude Number Fr=2

Q: Determine the most efficient section of a trapezoidal channel with 'n' = 0.025 to carry a discharge…

A:

Q: The depth of the flow in an alluvial channel is 1.5 m. If critical velocity ratio is 1.1, and…

A: Given- Depth of flow y=1.5 m, Critical velocity ratio m=1.1 n=0.018 Critical velocity=?

Q: Reach Width(m) Discharge(m3/s) Slope Normal depth (m) A 3.5 10.0 0.0004 2.736 B 3.0 10.0 0.0160…

A: Given data in question NDL 1 = 2.736mNDL2= 0.663CDL1= 0.941 mCDL2= 1.042 mTo find out Profile

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.