Does the function, =Ur cos0+cose represent possible irrotational flow? r
Q: Q35. An irrigation channel of trapezoidal section having side slope s 3 horizontal to 2 vertical is…
A: Manning's equation : The Manning's equation is an empirical equation that applies to uniform flow in…
Q: Q.17 A reservoir discharges through a sluice 0.915 m wide by 1.22 m deep. The top of the opening is…
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Q: Question 12 of 23 A flow os 0.413 m3/s was measured from a rectangular channel flowing 1.20 m wide…
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Q: Does the function, =Ur cos0+cose represent possible irrotational flow? r
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Q: 10.84 If the water surface elevation in reservoir B is 110 m, what must be the water surface…
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Q: Three pipes are in parallel. The total volumetric flowrate through the network is 2.15 cumecs. If…
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Q: Water flows in the canal of trapezoidal cross section shown in Fig.. The average velocity in the…
A: Given data: Velocity of flow(V) = 10.2 ft/sec =10.2 x 0.3048 m/sec = 3.11 m/sec height of the…
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Q: [RVF1] Hydraulic jump between two uniform flows Water flows in a wide, finished concrete channel as…
A: The given figure is shown below:
Q: 9.79. A concrete conduit of cross-sectional area 10 ft² and wetted perimeter 12 ft carries water at…
A: at 50°Fν=1.410×10-5ft2sso,Re=vDνDh=4×AP=41012=3.33ftRe=83.3331.410×10-5Re=1889362 Flow is turbulant…
Q: The velocity components in the x and y directions for an incompressible flow are given as u = (-5 +…
A: Given: velocity component in x direction= u= -5+6x Velocity component in Y direction = v= -(9+6y)…
Q: Water flows in a wide channel at Fr=4.5 and y1 = 2.40 m. If the flow undergoes a hydraulic jump,…
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Q: Question: Since the flow rate through the rectangular cross-section channel in the figure is Q=20…
A: NOTE:- As per our guidelines we are supposed to answer first three SUBPARTS only so please repost…
Q: Velocity distribution function for flow over a channel is represented by u = 0.6z - z² where u is…
A: given velocity distribution functionu=0.6z-z2dynamic viscosity μ=0.8 Ns/m2shear stress at distance…
Q: A CFD model of steady two-dimensional incompressible flow has printed out the values of stream…
A: Resultant Velocity=u2+v2 Where u=δψδy v=δψδx Resultant Angle = tan-1vu
Q: Q3/ determine the discharge in the compound open channel shown in figure assume a bed slope (O.001)…
A: Bed slope (s) = 0.001 Mannings coefficient (n) = 0.03 Area of channel (A) = ( 5 x 0.5 ) + ( 0.2 x…
Q: 1. Water flows in a canal (open channel) as shown in the figure. The flow depth is 2 m and the flow…
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Q: Q15) Given; Q=12 m3/sec, bed width (b) =3m, n =0.013, longitudinal slope of the channel (S) =0.005.…
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Q: Question 4: A rectangular channel conveys Q=(10+b) m³/s discharges and has a K=(50+a). a) Calculate…
A: Given, Discharge (Q) = 14 m3/s K = 57
Q: Three pipes are in parallel. The total volumetric flowrate through the network is 2.15 cumecs. If…
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Q: 2.1) Calculate the flow rate and average velocity for the depth of flow (y) in the pipe with…
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Q: If the duct flow area is 0.5m² and the volumetric flow rate is 2 iters/second what is the average…
A: Given data :
Q: Q.07 A reservoir discharges through a sluice 0.915 m wide by 1.22 m deep. The top of the opening is…
A:
Q: The specific energy of flow in a 4.5m wide rectangular channel is 2.2m. What is the critical slope…
A: width (B) = 4.5 specific energy flow (E) = 2.2 m n = 0.012 To find: - the critical slop in the…
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A: Given: Length of square, Ls = 2 m Void ratio, e = 0.6 Permeability constant, k = 0.005 cm/min…
Q: Water flows in a 5-ft-wide rectangular channel with a flowrate of Q = 30 ft³/s and an upstream depth…
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Q: An orifice on the side of a tank discharges water under a head of 9 ft. if the diameter of the…
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Q: 10. Determine the total flow per 1 meter width (m³ /hr) a. 0.029179 11. Determine the equivalent…
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Q: 3.94 Water flows in a rectangular channel that is 2.0 m wide as shown in Fig. P3.94. The up- stream…
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Q: 5) A hydraulic jump occurs in a rectangular channel 3 m wide. The water depth after the jump is 2.0…
A: Given data Width Depth after jump Bottom slope Roughness coefficient
Q: 2. An orifice on the side of a tank discharges water under a head of 9 ft. if the diameter of the…
A: It is required to determine the velocity. v=2gh Here g is the acceleration due to gravity, and h is…
Q: A trapezoidal channel having side slopes of 2 3 horizontal and 1 vertical discharges 14.35 m/s of…
A: Given :
Q: 1.9 The volume flow rate through a pipe is given by Q = vA, where v is the average velocity and A is…
A: Given data in question Discharge from pipe 1 Discharge from pipe 2 Velocity of flow through pipe 3…
Q: Q1. Figure 1.0 show a common rain gutter for a house. Compute the discharge if the water depth is…
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Q: 2 - When the pitot tube is moved vertically inside the pipeline, why does it yield different flow…
A: (Disclaimer: Since you have asked multiple questions, we will solve the first question for you. If…
Q: U -cos e represent possible irrotational flow? Does the function, =Ur cos0+
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Q: Q15) Given; Q=12 m3/sec, bed width (b) =3m, n =0.013, longitudinal slope of the channel (S) =0.005.…
A: Q =12m3/s
Q: Q2/ Béd width of an open channel is B = 40 (m), depth of water in the channel is y longitudinal bed…
A: Given:- The bed width of an open channel = B = 40 m The depth of the water = y = 2 m The…
Q: Q.1.21 A reservoir discharges through a sluice 0.915 m wide by 1.22 m deep. The top of the opening…
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Q: b. 70 cm
A: Find initial depth y=QWidth×Velocity=2.963.59(2.75)y1==0.3m
Q: determine the flow distribution and the piezometric
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Q: Consider a flow field represented by the stream function y = (4+27) x'y - (6+27) x²y² + (4+27) xy³.…
A: Determine the partial derivatives of the stream function:…
Q: 9.47 If the drag on one side of a flat plate parallel to the upstream flow is when the upstream…
A: Force due to drag is FD=CD(12ρAU2)CD=1.32δReCD=1.32δUlμso,FD=(1.32δUlμ)(12ρAU2)FD∝U32
Q: Water at 20°C (p=998 kg/m³) flows through an inclined 8-cm-diameter pipe. At sections A and B, PA =…
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Q: Q21: indicate if the flow fields are irrotational then determine the velocity potential and the…
A: bva u=x1+y , v=12x2-12y2-y∂v∂x=122x=x∂u∂y=x1=x∂v∂x=∂u∂ytherefore irrotational…
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- A circular plate of radius r= 0.863 m is adjacent to a rectangular plate with base b = 0.944 m and height h = 0.718 m which lies next to a triangular, isosceles plate with base b = 1.509 m and height h = 0.7980 m. t t r r The plates lie on a common baseline and the origin is in the lower left corner, see figure. AY r br h₂ b₁ ht X Determine the centroid of the rectangular plate in the x-direction if its surface density varies in the x-direction according to o r 2 = = 4,55.x kg/m .Y -------- r= 4m 10 m 不 4m Using the figure above, calculate the following 1. xbar (location of the centroid along x axis ), m 2. ybar (location of the centroid along y axis ), m1)Coefficient of elasticity of a fluid E = 200000 t / m²Considering that for 1 Atmosphere (10 t / m²) pressure increase, the ratio of the decrease in the volume of this fluid to the initial volume iswhich one is given correctly?a) 0.00003b) 0.000004c) 0.00005d) 0.00006e) 0.00007 Please write clearly and clearly. thanks in advance
- Shear stre Choose the correct answer ss has units: a. Nt m e. Viscosity v times area b. Nt m2 f. Viscosity v over area c. Nt/m2 d. Nt/mPhotographs at a scale of S are required to cover an area X-mi square. The camera has a focal length f and focal plane dimensions of 9 x 9 in. If endlap is 60% and sidelap 30%, how many photos will be required to cover the area for the data given below? Part A S=1:6200; X= 8; f = 152.4 mm Express your answer as an integer. 195| ΑΣΦ ↓↑ Number of photos = 360 vec Submit Previous Answers Request Answer X Incorrect; Try Again; 2 attempts remaining ?Stepwise Solution please.
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