Water flows through a rectangular channel with a width b = 2 m and a height (Pw) = 1 m, the flow rate ranges from Qmin = 0.02 m^3/s and Qmax = 0.60 m^3/s. This flow rate is measured using Rectangular sharp-crested weir Triangular sharp-crested with = 90^o Broad-crested weir Plot onto the graph Q = Q(H) for each type of weir and give your analysis which type of weir is most appropriate to apply

Q: Example #2 An 8-ft (2.438-m) wide rectangular channel with a bed slope of 0.0004 ft/ft(m/m) has a…

A: Given DataChannel width: B= 2.438 mBed slope: S0​=0.0004 m/mDepth of flow: y= 0.610 mManning…

Q: Prove the followingy equetion for the discharge in a tri- angular highway guter having one side…

A: Given: slope = z(H):1(V) Triangular highway gutter.

Q: 6. Draw the hydrograph and flow duration curve for the following data. Also find aven powerdevelo…

A: Given that, Week Discharge 1 100 2 200 3 300 4 1200 5 600 6 900 7 800 8 600 9…

Q: A tank of water 1 m deep, 3 m long, and 4 m wide into the paper has a closed sluice gate on the…

A: Water tank dimensions:Depth (h) = 1 mLength (b) = 3 mWidth into paper (w) = 4 mInitial depth at t =…

Q: Hiw.e show by (TT-theorom) that general equ. fdischange C)over a weir of any shap is given by P= H…

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Q: For the water channel fl ow of Fig.=, h 1 = 0.45 ft,H = 2.2 ft, and V 1 = 16 ft/s. Neglecting losses…

A: Write the given data.

Q: Water in a horizontal channel accelerates smoothly overa bump and then undergoes a hydraulic jump,…

A: Given data: *The height of the water at the point 1 is y1=1 m. *The height of the water at the point…

Q: e opening is 0.61 m below the w: lownstream water level is belov alate (a) the discharge through…

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Q: Q5, 3 m wide. The depths y: and y2 are 2 m and 5 cm, respectively. The horizontal distances between…

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Q: A new, finished-concrete trapezoidal channel, similar toFig. 10.7, has b =8 ft, yn = 5 ft, and θ =…

A: Given data Trapezoidal of of base b =8ft Depth of the channel yn = 5ft Discharge througth the…

Q: The head on a sharp-crested, rectangular weir was incorrectly observed to be 1.91 m. when it was…

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Q: 4. Find the width, in meters, of the channel at the back of a suppressed weir using the following…

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Q: Q: For the weir below, if you know the pressure head at point A is equal to 20 m, K=3*10-3 m/sec,…

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Q: A concrete-lined channel is used to convey water flow between Point A at surface elevation of 510 m…

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Q: Determination of Discharge Thru a Siphon

A: Given Height = 83.5 cm To find Theoretical discharge Actual discharge Difference percentage

Q: A wide-channel fl ow undergoes a hydraulic jump from 40to 140 cm. Estimate (a) V1, (b) V2, (c) the…

A: Since we only solve up to three subparts, we will solve the first three. Please resubmit the…

Q: 150. Estimate the required depth (ft) of flow of water over a straight drop spillway 14 ft in length…

A: Length of the spillway (L) = 14 ft = (14×0.3048) = 4.2672 m (1 ft = 0.3048 m) Runoff (Q) = 40000 gpm…

Q: In gradually varied flow, the channel bottom, water surface, and EGL are parallel. Select one: O…

A: The Energy Gradient Line (EGL) represents the total energy of a flowing fluid at different points…

Q: ischarge is 875 ft/s and the normal depth ar culated to be 1.0 ft and 54.7 ft/s, respect lepth and…

A: given:Q=875ft3/sB=16ft

Q: An overflow masonry dam is to be constructed across a stream. The stream is estimated to have a…

A: The water discharge through sluice gate is given by, Qs = C×As×2×g×H Here,  C=0.75 (co-efficient of…

Q: Water 30 cm deep is in uniform flow down a 1° unfinishedconcrete slope when a hydraulic jump occurs,…

A: Given, y1=30 cm=0.3 mslope=10

Q: If the coefficient of Discharge is 0.98 and the theoretical flowrate is 5.5 1/s, calculate the…

A: Write the equation for the coefficient of discharge. Cd =Qact /Qtheortical Hear, The coefficient of…

Q: 10. The flow rate in a 3-m wide rectangular channel on a slope of 2 percent is 11 m/s. The Manning's…

A: The immediate advance strategy is proposed to supplant the calculations by experimentation utilized…

Q: Steady flow in an open channel exists when the (a) channel is prismatic (b) depth does not change…

A: Steady flow in an open channel exists when the____

Q: What is the velocity (m/s) at section 4, if the d4=10.4 cm? The problem is steady and…

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Q: Calculate the hydraulic gradient? (Answer should be a number, e.g. 0.280 or 2.80)

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Q: 7.8. If water (20°C or 68°F) flows at constant depth (i.e., uniformly) in a wide open channel, below…

A: This question is of heat transfer.  The solution is given below.

Q: What is the velocity (m/s) at section 4, if the d4=7.6 cm? The problem is steady and incompressible.…

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Q: H.W. No.1 2nd semester Q-1: Given ; b= base width =14.5m, Flow depth=1.71m, channel longitudinal…

A: “Since you have asked multiple questions, we will solve the first question for you. If youwant any…

Q: The flow rate in a 3-m wide rectangular channel on a slope of 2 percent is 11 m/s. The Manning's…

A: The immediate advance technique is proposed to supplant the calculations by experimentation utilized…

Q: For the channel of (Consider a rectangular channel 3 m wide laid on a 1°slope. If the water depth is…

A: Given data b=3 md=2 m

Q: Water (p = 999.1 u = 1.13 x 10-3 kg in a 6-m-wide rectangular channel at a m-s depth of 1 m and a…

A: Hello. Since your question has multiple sub-parts, we will solve first three sub-parts for you. If…

Q: Calculate are a, A perimeter , P, hydraulic radius,R and top width ,J for 1. compound channel in the…

A: At atmospheric pressure, an open channel is a natural or manufactured conveyance structure with a…

Q: Water flows full in an asphalt half-hexagon channel ofbottom width W. The flow rate is 12 m3/s.…

A: Given: The flow rate, Q = 12 m^3/s The Froude number, Fr = 0.6   If the side of a trapezoid is ‘s’…

Q: 3.5 A rectangular ditch of width 10 m has a sloping bottom as shown. Water is added at the rat O of…

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Q: Q1: water flows steadily at 16 ft’/s in triangular sluice with side slope 1:1 ; the bottom has slope…

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Q: 2) Compute the corrected flow in the pipe network shown.Use n = 0.012.

A: Given Data:to find:Corrected flow in the pipe network.

Q: Draw a moody day chart for the experiment Reynolds number

A: Moody Chart : It is graphical representation in non dimensional graphical representation which…

Q: A Cipolletti weir, popular in irrigation systems, is trapezoidal,with sides sloped at 1:4 horizontal…

A: Case-1 Write the equation of discharge. Q1=Cd1b1H132gCd1=Q1b1H132g Here, Q is the discharge, b is…

Q: Determine the hydraulic diameter and hydraulic radius for the open trapezoidal channel shown using…

A: Note: As per the policy, we can solve the first three subparts. Please resubmit the remaining parts.…

Q: If aquifer hydraulic conductivity, hydraulic gradient and effective porosity are found to be 0.4…

A: According to the information we have an aquifer with hydraulic conductivity, hydraulic gradient, and…

Q: CO and la at a depth of flow e e width of the char meters viz S d si

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Q: Figure shows a horizontal flow of water through asluice gate, a hydraulic jump, and over a 6-ft…

A: Discharge,Q=cdHb2gy1Coefficient of…

Q: oute the location of the first gutter inlet from the crest, considering the following information:…

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Fluid Dynamics

The study of the flow of gases and liquids, usually in and around solid surfaces, is known as fluid dynamics in physics and engineering. Fluid dynamics, for example, can be used to evaluate the movement of air through an airplane wing or the surface of a vehicle. It can also be used in ship design to increase the speed at which ships pass through water.