Wastewater pipe with 70 m length, 4% slope, n= 0.014, d/D is 0.65 and 10" diameter, estimate the followings Vp/Vf= Qp/Qf= m/sec Vfull= m/sec Qfull= Liter/sec Vp3 m/sec OpD Liter/sec
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- Wastewater pipe with 70 m length, 4% slope, n= 0.014, d/D is 0.65 and 10" diameter, estimate the followings Vp/Vf= Qp/Qf= m/sec Vfull= m/sec Qfull= Liter/sec Vp= m/sec Qp= Liter/secexample: 2m) Refernce line P₂ P₁ Pipe No. (1), d₁= 150 (mm) Pipe No. (2), d₂ = 300 (mm) Givens- Q=0.5 m²³²/$² d₁ = 150 mm d300 (mm) The Flow is down words, he = Zero & h₁ = 0.62 P₁ = 200 KN/m² find value of P2₂ = ?O'OIS 0.056 Determine x 100 = In Figue Qs tanks A, B. & Care Connected by pipelines L₁, L₂ and 13 of diameters and lengths shown. Assume f=0.022 i flow in qs Pipes BD water deration 26.8% VEL=45m and CD In tank C LA = 1500m D = 30 cm =0.08m³/s LB= 600m DB = 30cm Lc= 1000m De: 25cm C EL=36m B
- Assignment 4. Date =18/05/2022 Q7 For the branching system as shown in figure. Calculate the discharge in each pipe. Take f 0.02 for all pipeline. EL: 126.00 m EL: 109.00 m EL: 100.00 m A C Pipe Dia (cm) 1 15 2 10 3 10 (Neglect minor losses) Length (m) 350 200 250 B Connectivity AJ BJ JCFor the system of pipes shown in the figure below, the direction of flow is from 1 to 2. Which of the following is INCORRECT? Neglect minor losses. 1 Pipe A O a. hL1to2 = hƒA + hfB O b. hfc = hfD O c. O d. QB = QA Q₁ = QB + Qc + QD Pipe C Pump Pipe D P Pipe B 2A pipeline with a pump leads to a nozzle as shown below. Find (a) flow rate and (b) pump horsepower, if the pump adds 80 ft of head, and the headloss in the 6-in diameter pipe is 5V2 and the headloss in the 4-in diameter pipe is equal to hf 2g 12V2 equal to hf For up 2g to 3 points extra credit, draw the EGL and HGL, as schematically correct as possible, labeling the vertical difference in feet between the EGL and HGL in both the 6-in and 4-in reaches and talking into account viscous effects. Hint; V6in = 0.25V3, V4in =0.563V3. 3-in-dia jet 4 in dia Elev. 80 Elev. 70 Water 6 in dia Elev. 50 В
- The diameter of a sewer pipe is 500 mm, Coeff. of roughness is 0.012 and slope of energy gradient is 0.002. Compute the maximum discharge in Liters/sec Round your answer to 2 decimal places.Quèstion 49 Avertical cylinder having a circular base of radius 'r and a height of 12 m is filled with water at the rate of 1 m-/min. If the depth of water in the cylinder at the vertical position is 3 m, what would be the resulting depth when the cylinder is in the horizontal position? O A.0.40r O B.0.60r OC.0.30r O D.0.50r « > A Moving to another question will save this response. acer F12 PrtSc Pause Del Home Pg Up F7 F8 F9 F10 F11 F3 F4 F5 F6 Scr Lk SysRq Break Ins * % Backspace 4 5 € 6 7 8 9. W E Y U P F G KCompute the average end volume Sta 25+00 2,875 2,502 3,336 2,356 Sta 25+75 107' A₁ 125' (in cubic yards - yd³) using the figure below: 111' A2 131' elev = 102.9' elev = 95.4' elev = 102.5 elev = 94.8'
- TRUWORTHS Truworths Account Application AD Get R1000 Fashion Vouchers To Spend In-Store When Your Truworths Account I... Apply Now UNIVERSITY Department of Civil Engineering Science OF JOHANNESBURG Faculty of Engineering and the Built Engineering URBAN HUDRAULICS 4A (SDCI4A) (2024) Assignment 2: Stormwater Systems 1) A 450 mm diameter culvert has been designed to convey a discharge of Q = 0.55 m³/s of storm-water under a residential road. The culvert is 37.5 m long and has a slope of 1.3%. The downstream flow depth was obtained as 0.35 m from a hydraulic analysis. You are required to determine: 1.1 the head required to convey the discharge through the culvert at full flow conditions; (a) If concrete pipe is used with a Manning's roughness coefficient of n = 0.0155 with an inlet headwall of socket type. (b) If corrugated steel pipe is used with a Manning's roughness coefficient n=0.024 with an inlet headwall of square edge design. 1.2 What is the corresponding headwater depth in 1.1 (a)…For the pipeline sytem shown below determine a) DBC if LBC = "100*k" m b) LBC if DBC = 15 cm AB BC AC A L (m) 100k ? 200k D (cm) 5 2.5 ? B 5 Q (l/s) 7 ? 10 k = 84 C f 0,02 0,02 0,02The highest velocity (in cm/sec) for flow of water of viscosity 0.01 poise to be laminar in a 6 mm pipe is Å B C 100 3 125 3 50 D 200