Solve clearly please 03) Find the discharge of water and the velocities at points B and...
please solve it quickly and clearly Q3. Water is transported from reservoir A to reservoir B by using two pipes connected in series. With the following characteristics: diameters, D1 = 300 mm, D2 = 400 mm, the lengths, L1 = 100 m, L2 = 400 m friction factor, fı = f2 =0.025, minor loss coefficients, K1 =0.5, K2= 3, K3 = 1, reservoir elevations, ZA= 2.5 m, ZB= 27.5 m. Determine the discharge if; a) Minor losses are ignored b)...
Please solve it clearly and by steps 8.1 For an NMOS differential pair with a common-mode voltage Vay applied, as shownin Fig. 8.2, let VppV 1.0 V k, = 0.4 mA/V2. (WIL),.-10·V," 0.4 V, 1-0. 16 mA. R 5 k2, and neglect channel-length modulation. (a) Find Vov and Vos for each transistor. (b) For Vo 0, find V, lp Ip, Vo, and V (c) Repeat (b) for Vcu+0.4 V (d) Repeat (b) for Vc-0.1 V. (e) What is the highest...
Please solve it clearly 2. For each of the following digital circuits, write the logic expression that describes the output in terms of the inputs. There is no need to simplify the logic expressions. (8 points) c D D D A B E Solution A(C+ D) + BE F W X D Solution: Q=(W+X)(Y o Z)
The points B and C have the velocities shown. Using the method of instantaneous center find: 1. A) CAB in rad/sec. and B) ac in rad/sec. Five 0 25
please answer clearly and ASAP 03) Using source sformation, find (io) in Fig, below. Let V-jio, I-js VN to
Problem 6: Solve for the reactions at Points A and D, and find the axial force in Component DB. Neglect the physical dimensions of the pulleys. D 4f 4ft 60° 700 lb Problem 6: Solve for the reactions at Points A and D, and find the axial force in Component DB. Neglect the physical dimensions of the pulleys. D 4f 4ft 60° 700 lb
Please solve clearly and understandably. a. Find the poles and zeros of the impedance seen looking into the terminals a and b of the given circuit. 1H
solve both parts a and b please A centrifugal pump having a head capacity relationship given by the equation; h = 160 - 9.58x10^Q? with hain feet when Q is in gpm, is to be used with a system similar to that shown in Figure 12.14. The fluid is water. Assume the pipe diameter to be 5-in, the total length of constant-diameter pipe is 700 ft, and the friction factor to be equal to 0.022. Neglect all minor losses. For...
39. (a) Water flows under gravity from Reservoir A to Reservoir B first through a 900-m long pipe (pipe a) and then through two pipes (b and c) in parallel. The lengths, diameters and friction factors of the pipes are listed in the table. The water level in Reservoir A is always higher than that in Reservoir B by 20 m. Calculate the total discharge between the reservoirs. Neglect all minor losses. (15 marks) (b) Which of pipes b and...
FIGURE ECP 4.0 41BG Water at 60°F flows at a discharge of 5f/sec in a 2-ft-diameter horizontal pipe, ad piezometers are used to measure the pressures in the pipe, as illustrated in Figure ECP 4.41. (a) Determine the major head loss due to the pipe friction between points 1 and 2. (b) Determine the direction of the flow. ht=4f h = 1.5 ft Q = 5 ft/sec D = 2 ft Direction of flow? unr 11