discharge = 2.40 m^3/sec velocity = 1.5 m/sec   Given that the rectangular-shaped timber flume has the best hydraulic cross-section, 1. Determine the depth of flow and width of flow. 2. Determine what grade it should have.   If b = 2.7 meters, y = 0.6 meters, and n = 0.012 3. Determine the percentage less flow that the timber flume would carry.

Q: 542.A hydraulic jump was established in the river. The depth before the jump measured 3.38 cm and…

A: Given data in question  Depths of flow Width of channel Discharge  To find out  Type of jump

Q: A municipal WWTP receives 20,000m3/d of flow. They use two circular primary clarifiers operate in…

A:

Q: Q3: A. Derive the relation between the head losses and flow (hL=kQ) which is assumed in the hardy…

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Q: Please answer fast.

A:

Q: 2. Three reservoirs are connected in a common junction. Following are the pertinent information:…

A:

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: rcular section channel 3m in diameter has a depth of flow of 1.0m and is laid to a gradient of…

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

Q: 2 and 3 from three reservoirs A,B and C, respectively, meet at a junction whose elvation is 366 m.…

A: Given:- elevation=366m Water levels at reservoir A and B are elevations =825 m and 716 m   pipe 1:-…

Q: 3. A hydraulic jump is to be formed in a channel carrying a discharge of 0.8 m³/s/m width of channel…

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Q: Show all the necessary figures (if applicable) 1.5) Points A and B are separated by 915 m of new…

A:

Q: Water flows under a sluice gate in a horizontal rectangular channel of 2 m wide. If the depths of…

A: In this problem, we are asked to calculate the discharge of water flowing under a sluice gate in a…

Q: If the water surface elevation in reservoir B is 110 m, what must be the water surface elevation in…

A: The given data is: Water surface elevation in reservoir B=110 m Flow in reservoir A=0.03 m3 f=0.021…

Q: Determine the discharge rate in a 1.37-m diameter corrugated metal pipe (CMP) (n = 0.024) on a slope…

A: First part  Diameter Of pipe (d) = 1.37 m  Manning's coefficient (n)=0.024  Slope (S) = 0.007  When…

Q: A 1233 mm diameter concrete pipe 1855 m long carries 1.5 m3/s from reservoir A, whose water surface…

A: To find out the head loss in meters of pipe 2.

Q: Water flows from reservoir A to B through the three concrete pipes shown below. Assume that concrete…

A: GivenH=20mL1=2500md1=400mm or D1=0.4mL2=1850m, d2=300mm or D2=0.3mL3=800m, d3=200mm or…

Q: D = 5.50 ft y = 0.8250 ft A circular culvert with diameter D = 5.50 ft and roughness coefficient n =…

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Q: The channel is 2 m wide and transports water at 18 m3 /s. The elevation of the bed is raised 0.25 m.…

A: The flow in upstream is equal to the flow in the downstream, let considering the energy head in the…

Q: This cross-section shows steady incompressible flow in an open channel. Copy the figure, then add…

A: To find: Draw the EGL and HGL.

Q: A 1278 mm diameter concrete pipe 1833 m long carries 1.32 m3/s from reservoir A, whose water surface…

A:

Q: determine the critical depth of a trapezoidal channel conveying 1.33 cumecs of fluid .The base of…

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Q: the coefficient of permeability = k = 5x103 cm/sec, determine the following:

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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: Water flows over a smooth submerged object in a channel of width 1.2 m. The water depth upstream of…

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Q: For the two-dimensional flow system shown below (units in meters):Compute the total flow rate under…

A: From the flow net, the number of flow channels is 3 and the number drops is 10. Given, x = 4; y = 8

Q: a) Total head (m) at point a, b, c, d, e, and f. b) Uplift pressure (or water pressure, kPa) at…

A:

Q: at a depth of 360 mm. A hydraulic jump occurs and the depth of water downstream from the

A: Given data- Width(B) = 5m Depth(y1) = 360 mm = 0.36 m Hydraulic jump(y2) = 1300 mm = 1.3 m

Q: gives a cross section of a concrete dam. The subsoil is anisotropic and has in./sec and kv 2.0 x 10…

A:

Q: 2. Water flows from left to the right reservoir at a rate of 16 ft3/s (cfs). The head loss can be…

A: Given Data: Flowrate (Q) = 16 ft3/s L1 = 200 ft L2 = 300 ft D1 = 1.128 ft D2 = 1.596 ft A1 =  1 ft2…

Q: A 1 m. diameter pipe 1400 mm long has a discharge of 600 liters/sec. Compute the head loss using f =…

A: Here length must be in meter L=1400m Discharge =600/1000 =0.6m3/s To find head loss

Q: Water flows at a depth of y1=0.4ft in a concrete channel which is 10ft wide. The discharge per unit…

A: Let y1 be the height of the pre-jump. Let y2 be the height of the post hump.  y1 = 0.4 ft q = 10…

Q: QUESTION 2) Pump gives 20 m of head to the flow (H, = 20 m). Neglect all kinds of minor %3D losses.…

A: For pipe I: The pressure head available= Head losses due to frictional+ value.…

Q: In a circular channel 3.0 meters in diameter, flowing over half full, the water surface width is…

A: Hi there! Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: Determine the flow rate of water as the figure shown. b = 5 m Yi = 1.5 m P = 0.60 m Sharp-crested…

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Q: Onestion 2 : Choose the correct letter, A, B, C or D A 1 Esumate the flow velocity in m/s through a…

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Q: 4. Calculate the hydraulic radius of a circular channel in case of maximum discharge if the radius…

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Q: Answer fast and do calculation

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Q: 004. Find the hydrodynamic m poth concrete and (b) rough c sing Manning's formula. Cor concrete is…

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Q: Reservoir B in the figure receives 0.08 m3/s of flow. Properties of each pipe: Pipe # 1: Length =…

A: Given data: Pipe 1:L1=1800 mD1=550 mmf1=0.0204 Pipe 2:L2=600 mD2=250 mmf2=0.0223 Pipe 3:L3=750…

Q: 1. Four reservoirs are connected as shown below. Minor losses can be ignored. Determine the flow…

A: Four reservoirs are connected as shown in the figure.Coefficient of friction, f = 0.02Pipes Length…

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.