find Ha=HbHc QUESTION 1Flow takes place between three reservoirs, as shown in Figure 1. The volume flow rateout of reservoirs A and B is 0.15 m/s and 0.25 m/s respectively. If the coefficient offriction for the three pipes is 0.008, determine the relative elevations of the freesurfaces. Neglect all losses other than friction.hAAheL2, D2L1, DIL1 = 1000 mL2 = 1500 mL3 = 2000 mD1 = 200 mmD2 = 250 mmD3 = 400 mmL3, D3hc%3!Figure 1: A three reservoir system

Answered: Image /qna-images/answer/04d4e6d5-42a2-4845-b1d0-28adb61691bd.jpg

Answered: QUESTION 1 Flow takes place between…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Flow takes place between three reservoirs, as shown in Figure 1. The volume flow rateout of reservoirs A and B is 0.15 m3/s and 0.25 m3/s respectively. If the coefficient offriction for the three pipes is 0.008, determine the relative elevations of the freesurfaces. Neglect all losses other than friction. PLEASE USE THE BERNOULLI EQUATION L1 = 1000 m D1 = 200 mmL2 = 1500 m D2 = 250 mmL3 = 2000 m D3 = 400 mm
Flow takes place between three reservoirs, as shown in Figure 1. The volume flow rate out of reservoirs A and B is 0.15 m3/s and 0.25 m 3 /s respectively. If the coefficient of friction for the three pipes is 0.008, determine the relative elevations of the free surfaces. Neglect all losses other than friction. Below attached is the sketch Make use of bernoulli equations if possible show all formulas and all values that are substituded
Flow takes place between three reservoirs, as shown in Figure 1. The volume flow rate out of reservoirs A and B is 0,15 m³/s and 0,25 m³/s respectively. If the coefficient of friction for three pipes is 0,008, determine the relative elevations of the free surfaces. Neglect all losses other than friction. May you kindly resend the answers in a different format as they appear blank??
QUESTION 1 Flow takes place between three reservoirs, as shown in Figure 1. The volume flow rate out of reservoirs A and B is 0.15 m/s and 0.25 m/s respectively. If the coefficient of friction for the three pipes is 0.008, determine the relative elevations of the free surfaces. Neglect all losses other than friction. hA A he L2, D2 L1, D1 L1 = 1000 m L2 = 1500 m L3 = 2000 m D1 = 200 mm D2 = 250 mm D3 = 400 mm L3, D3 hc Figure 1: A three reservoir system
SUPPLEMENTARY QUESTION The figure shows two reservoirs connected by a pipe. The discharge rate in the pipe is known to be equal to SN/100 (m2/s) (where SN is the sum of your student number). Calculate the height of the second reservoir (H2), and the pressure head, velocity head and elevation head at point 3 (mid-point of the pipe). HI 300 m H2 datum A = SN/1000 L = 100 x SN (m) D 0.3 m Please solve these question my sn number 31
Water is transported in a pipe, at an average flow rate of Q = 50 L/s. Calculate the pressure difference p between the 2 manometers. We can assume that the energy losses by friction are negligible, and that there are only singular energy losses (be careful to identify ALL the singularities). The pump adds an energy of HP = 10 m to the system. "GATE VALVE" P2 OUVERTURE COMPLÈTE do = 150 mm Q = 50 L/s • 2) 2 m Q = 50 L/s COUDES À POMPE RAYONS COURTS do = 150 mm (Hp = 10 m)
Q2- Water density =1000 kg/m and viscosity is 0.001 Ns/m², is pumped between two reservoirs at 0.2m/s through a 400 m of 8 cm diameter Cast Iron pipe and several minor losses as shown in the figure. Compute the pump power required in kW. Use the last one digit of your ID number for Z1 level in meter. Screwed Z2= 50 m regular 90° elbow Sharp exit Z;= ID m Sharp entrance Half-open gate valve `bend radius Pump Open globe valve 8 cm diameter
Question 3 Consider 2 which shows a pipe system connecting two reservoirs. The pipe diameter changes at point B as shown in the image A 10 cm 23 m NOT TO SCALE Figure 2: 9 m 6 cm с 3 m 1. Describe what is referred to by the hydraulic gradient line and the energy gradient line. What is the difference between the two levels? In what scenario will the energy and hydraulic grade lines coincide? 2. Calculate the velocities in the two segments of the pipe. Take into account the friction losses through the pipe, entry loss to the pipe and the shock contraction losses at B. Take the pipe friction factor as 0.005 and the coefficient of contraction at B as 0.6. 3. Draw the energy gradient line and the hydraulic gradient line for the system.
Flow takes place between three reservoirs, as shown in Figure 1. The volume flow rate out of reservoirs A and B is 0.15 m3/s and 0.25 m 3 /s respectively. If the coefficient of friction for the three pipes is 0.008, determine the relative elevations of the free surfaces. Neglect all losses other than friction. Below attached is the sketch
Water flows at the rate of 0.015 m/sec from open reservoir A to open reservoir B (both are large reservoirs that are open to the atmosphere) through two concrete (8 = 0.32 mm) pipes connected in series. If L1 = 800 m, Di = 16 cm, L2 = 200 m, and D2 = 8 cm, determine the difference in water surface elevations (Az) of the reservoirs. The coefficient of contraction (K.) is 0.36, the entrance coefficient is K = 0.5, the exit coefficient is K = 1.0, and assume fully turbulent flow (Xx = 9810 N/m?, Ku = 1.12 x 10-6 m²/s). You do not need to check if the assumption of fully turbulent flow is valid, just assume that it is valid. А Az =? Pipe 1 В Pipe 2 undefined
A liquid (SG = 0.562) is being pumped from a reservoir as shown. The pressures at points 1 and 2 are -9 psi and 41 psi, respectively. The rate of flow in the pipe is 0.898 ft3/s. What will be the rating of the pump (in horsepower) if its efficiency is 90%? Neglect energy (friction) losses in the system. Use x = 5 ft., y = 9 ft. Use 1 hp = 550 lb-ft/s. Round off to two decimal places.
The three water-filled tanks shown in the figure below are connected by pipes as indicated. If minor losses are neglected, determine the flow rate in each pipe (+ is out and - is into the reservoir) Assume ha = 60 m, hg = 90 m, hc = 20 m, e1 = 150 m, l2 = 150 m, and e3 = 300 m. Elevation = B Elevation = ha Elevation = h. D.= 0.10 m = 0.015 D,= 0.08 m D. = 0.08 m %3D = 0.020 = 0.020 QA i QB = i Qc = i > >

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