19 and 20 please :) ill thumbs up Referring to the figure below, the tank is being filled with water by two one-dimensional inlets. Air is trapped at the top of the tank. The water height is h.Compute for dh/dt if D₁ 1 in, D₂ = 3 in, V₁ = 3 ft/s, V₂ = 2 ft/s,and At2 ft² (tank surface area).The change in water height is obtained from the relation;O AOBODOEdhPwAt=P₁A₁V₁ + P₂A₂V₂A. 0.057 ft/sB. 0.0285 ft/sC. 0.041 ft/sD.8.25 ft/sE.None of the aboveHTank area AFixed CSPP The pump-turbine system in the figure draws water from the upperreservoir in the daytime to produce power for a city. At night, it pumpswater from lower to upper reservoirs to restore the situation. For adesign flow rate of 33.4 cfs (ft³/s), the friction head loss is 17 ft.Estimate the power in horsepower delivered by the pump (WyQhp).Use y = 62.4 lbf/ft³; 1 hpA. 409.3B. 538.1OABUOD7550 ft·lbf/s)C. 473.7OWater at 20°CD. None of the aboveZ, 150 ftPump-turbine12₂-25 ft

Answered: Image /qna-images/answer/9514d8a9-ac93-46d5-bea8-c69c11ded8e3.jpg

Referring to the figure below, the tank is being filled with water by two one- dimensional inlets. Air is trapped at the top of the tank. The water height is h. Compute for dh/dt if D₁ 1 in, D₂ = 3 in, V₁ = 3 ft/s, V₂ = 2 ft/s, and At = 2 ft² (tank surface area). The change in water height is obtained from the relation;

Referring to the figure below, the tank is being filled with water by two one- dimensional inlets. Air is trapped at the top of the tank. The water height is h. Compute for dh/dt if D₁ 1 in, D₂ = 3 in, V₁ = 3 ft/s, V₂ = 2 ft/s, and At = 2 ft² (tank surface area). The change in water height is obtained from the relation;

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Let, length of pipe = 120 m and its diameter is 0.3 m. if head loss due to friction is 5.2 meters and coefficient of friction is 0.02. Find the velocity of water in pipe if all minor losses are to be considered
3.Water flows from a tank through 22 meters of 150–mmdiameter pipe and then discharges into air as shown in the figure. The flow of water in the pipe is 120 L/s.Assume n = 0.013 and neglect minor losses. a. Find the velocity of flow in the pipe in m/s. b. Determine the total head loss in the pipe in meters. c. Calculate the pressure at the top of the tank in kPa.
In figure 6, compute the pressure difference between m and n, in pounds per square inch, when: A. Fluid A is brine (sp gr 1.15), the gage fluid is oil (sp gr 0.92), and z = 47.77 in. B. Fluid A is water, the gage fluid is air, and z = 17.77 in.
Water flows through the pipe contraction as shown in the figure. The drop in the piezometer level after contraction is 0.1 ft. Determine the flow rate as a function of the small pipe diameter, D. What is the flow rate if D = 6 in.
1. Find the approximate height of water upstream of the dam or the headwater in meters, such that an air bubble, upon reaching the water surface has a volume of 7 times than it had at the bottom? Do not write the unit. You will only input the numerical answer in the space provided. Unit of the Correct Answer: m 2. What is the pressure on the sea bottom at a depth of 7500m? The specific gravity of the sea water is assumed to be 1.05. Do not write the unit. You will only input the numerical answer in the space provided. Unit of the Correct Answer: MPa
Consider a fully filled tank of semi-circular cross section tank with radius R and width of b into the page, as shown. If the water is pumped out of the tank at flow rate of V· = Kh2, where K is a positive constant and h is the water depth at time t. Determine the time needed to drop the water level to a specified h value of ho in terms of R, K, and ho.
Determine the location in m of the total hydrostatic force from the bottom of the gate acting on the 2m x 5m gate shown in the figure. Pressure of air = 47 kPa Fluids: fluid a (s=3.8) fluid b (s=0.27) fluid c (s=1.68) h1= 0.9 m h2= 1.6 m h3= 3.9 m Round your answers in 3 decimal places
A fluid moves in a steady flow manner between two sections in a flow line. Calculate (a)the mass flow rate, (b) area, and (c) volume flow rate at the outlet section. Inlet section: v1 = 30.48 m/s; A1 = 10 ft2; p1 = 0.25 lb/ft3Outlet section: v2 = 9.31 ft/s; p2 = 0.202 lb/ft3
11.34. If the pressure at point A in the figure is 300 kPa, compute the volume flow rate of water at delivered to the tank.
Given:(2 decimal places) h = 1.4 H = 1.1 m K = 4.87 x 10-2 cm/sec θ = 14° L = 36 m a.)Find the hydraulic gradient. b.)Compute the cross-sectional area of the figure in m2. c.)Solve the rate of flow in m3/hr.
If a triangle of height d and base b is vertical and submerged in liquid with its vertex at the liquid surface (see Fig. 2), derive an expression for the depth of its center of pressure. a) ?/2 b) 4?/3 c) ?/4 d) 3?/4 e) ?/3
The pump shown in the figure adds 15 ft of head to the water being pumped when the flow rate is 1.5 ft/s and the pressure at point A is 2 lb/in. Determine the friction factor for the pipe.