An unfinished-concrete 6-ft-diameter sewer pipe flows halffull. What is the appropriate slope to deliver 50,000 gal/minof water in uniform flow?

Q: A rectangular concrete channel 4.5 m wide is carrying water. At an upstream point, the depth of…

A: Given: Wide, b= 4.5 m  Depth at upstream , d1 = 1.5m  Depth at downstream,d2 = 1.17 m  Length, L=…

Q: S.57. Compute the discharge over the spillway when the head on the spll

A: Head on the spillway, h1=10 m,Height of the spillway, H=60 m,Spillway discharge coefficienct, kr=0.5…

Q: Question : A stream bed has a rectangular cross section 5 meters wide and a slope of 0.0002 m/m. The…

A: Step 1:Step 2:Step 3:Step 4:

Q: Answer the following, based on the figure below. VF 11 VG = Q= Pc = 1.9 m 0.4 m DN150 Schedule 40…

A: To Find : The velocity and flow rate and pressure vf,vG,Q, Pc and PG Given : The diameter at point G…

Q: A horizontal pipe with a 0.6-m uniform diameter is 340 m long. If the measured pressure drop is 16.5…

A: Introduction: For the calculation of discharge from the horizontal circular pipe the discharge is…

Q: h. Answer with True (T) or False (F). 5. In pipe series system velocities are equal. 6. In parallel…

A: 5. For pipe in series the flow rate is same, not velocity (as diameter changes velocity will vary).…

Q: 6). What size of aspl and with a head Properties Water (60°F) v = Asphalted cast-i

A: The water discharge at the rate is given as, Q=3 ft/s3 The head loss of water is given as, hf=4 ft…

Q: A channel of rectangular section, 9ft wide, is discharging water at a rate of 71034gal/min with an…

A: Given,

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

A:

Q: The Kishwaukee river has a volume flow rate of 21 ft3/sec with a depth of 2.8 ft. If the…

A:

Q: Write relation of weir structure with flow rate

A: solved

Q: A rectangular channel of 3 m width is carrying a discharge of 6 m³/s considering that acceleration…

A: A rectangular channel-width of the channel B = 3 mDischarge Q = 6 m3/sAcceleration due to gravity g…

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

A:

Q: 9.148. What horsepower must the pump add to the water to pump 9.0 cfs to the upper reservoir? Use a…

A: Solution: Given Data: Q=9 ft3/sv=1×10-5 ft2/sKb, L=0.5Kg, L=5   To Find: Horsepower which the pump…

Q: b) The following data concerning the operation of bar screen are: Discharge= 0.65 m'/sec.…

A: Given data:Discharge  = 0.65 m3/sInclination of bar screen = 50°Velocity through channel =0.59…

Q: An unfi nished concrete sewer pipe, of diameter 4 ft, isfl owing half-full at 39,500 U.S. gallons…

A: Given data: The diameter of pipe, d = 4 ft. The discharge through pipe, Q = 39500 U.S gallons per…

Q: The Kishwaukee river has a volume flow rate of 21 ft3/sec with a depth of 2.8 ft. If the…

A:

Q: 10.6. Uniform flow occurs in a rectangular channel 3 m wide at a depth of 1.8 m. If the Chezy…

A: Given data as per question width of channel = 3 m Depth of channel =1.8 m Chezy coefficient =66×1/4

Q: Ua and Ub in m/s.

A: Solution given below.

Q: Find the best hydraulic section for rectangular section of 0.5m3/s and 1.2m/s

A: Given, Discharge, Q=0.5m3/sVelocity,V=1.2m/sTo calculate-Best hydraulic section for rectangular…

Q: Problem 1 Water flows with a velocity of 3 m/s at a depth of 1.5 m in a trapezoidal channel with a…

A:

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: 7.73 Sketch the HGL and the EGL for this conduit, which tapers uniformly from the left end to the…

A: HGL can be obtained by subtracting the loss due to friction in the pipe line from the static head.…

Q: A B PROBLEMS 10.93, 10.94 10.94 Pipes 1 and 2 are the same kind (cast-iron pipe), but pipe 2 is four…

A: Discharge water of pipe (2) Q2 is 1 cfs. Pipes are in parallel, Qe=Q1Q2hfc=hf1+hf2…

Q: .6 m and havin ine the botton flow 0.3 m. Ais nquil or rapid).

A:

Q: Q#1(a) :A rectangular tank of surface area 5m×5m contains water upto a depth of 4m. There is an…

A: Given ,  Area of the tank (A) = 5m * 5 m  = 25m2  Initial height of the water level (H1) = 4m  Area…

Q: A drainage pipe runs on a slope of 1 in 200. The pipe diameter is 500 mm with a 1 mm surface…

A: To find: The discharge when the pipe is half full. Given :  The slope of pipe is s=1200. The…

Q: Compute the hydraulic radius Wetted area=22.5 m2 Wetted perimeter=14.5 m

A: Given2 Wetted area A=22.5 m2 Wetted perimeter P=14.5m

Q: A horizontal rough pipe of 150 mm diameter carries water at 20°C. It is observed that the fall of…

A: The pressure drop along the pipe : ∆pL=184 kPa/100 m The flow rate of water , Q=60 l/s The…

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: 1. In open channels of constant slope and constant cross section, the liquid accelerates until the…

A: Since you have been posted multiple questions. So, we are solving only first question for you. If…

Q: slope 0.00020, %90 of the section is filled with water, flowrate 83.5 m3/s, determine the diamater…

A:

Q: An engineer is making an estimate for a home owner. This owner has a small stream (Q = 0.05 m³/s)…

A: The given information in the problem is represented in the following attached image:

Q: Design a box culvert to carry a design discharge of 600 cfs. The culvert invert elevation is 2100…

A: Technical foot notes:ELhi=HW1+ELiTW is in with reference to stream control.

Q: The rounded head on the inner water flow in flow over weirs experiment is used for

A: Option (d) is  correct. Rounded head on the inner water flow in flow over weirs experiment is used…

Q: Compute the hydraulic radius Wetted area=22.5 m2 Wetted perimeter=14.5 m

A: Given data : Wetted area A=22.5 m2 Wetted perimeter P=14.5 m   Required : Hydraulic radius

Q: A circular, unfinished concrete drainpipe is laid on a slopeof 0.0025 and is planned to carry from…

A: For an unfinished concrete n = 0.014 and from the geometries, a uniform flow in a partly full…

Q: A constant head orifice from a tank feeds water into a flume (open channel) 5m in length and 500 mm…

A: Given; The length of open channel = 5 m The width of open channel = 500 mm=0.5 m The diameter of…

Q: hannel with a rectangular cross section, width = 200 μm, height = 120 µm, if the volumetric flow…

A: Given data as per question Straight channel with a rectangular cross section width,w = 200 μm height…

Q: Example 10. 6 Uniform Flow, Variable Roughness Water flows along the drainage canal having the…

A: Manning equation:

Q: Given data : Flow velocity=2 m/s Cross sectional area of channel=D3 m2 Find discharge

A: Given data : Flow velocity=V Cross sectional area of channel=A   Required : Discharge