![โ], h Tank 1 4 2 h2 Tank 2 A material balance on this system provides the coupled system of ordinary differential equations:](http://img.homeworklib.com/questions/705ce570-e8a7-11ea-bdb2-216c93bbe1bd.png?x-oss-process=image/resize,w_560)
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โ], h Tank 1 4 2 h2 Tank 2 A material balance on this system provides...
A pump transports water from Tank 1 to Tank 2 through a constant-diameter piping system as...
A pump transports water from Tank 1 to Tank 2 through a constant-diameter piping system as shown below (not to scale). The flow rate is controlled by two gate valves, the gate valve I controls the main pipeline, while the gate valve II controls the loop line from T-joint A to T-joint B. All pipes are galvanized steel pipe of diameter D = 4 in. It has a total length of Li2= 620 ft from tank 1 to tank 2....
A turbo pump transfers water from tank 1 to tank to tank 2 as shown in...
A turbo pump transfers water from tank 1 to tank to tank 2 as
shown in the picture below. The diameter of the piping system is D=
4in and the total length of pipes is L=620 ft. the elevation
difference is Z1-Z2= 30ft. Use the chart for KL values.
a) determine the flow rate (Q)
b) power of the pump in HP
Note that you can write out both mass balance equation and energy equation of the head form for...
A turbo pump transfers water from tank 1 to tank to tank 2 as shown in...
A turbo pump transfers water from tank 1 to tank to tank 2 as
shown in the picture below. The diameter of the piping system is D=
4in and the total length of pipes is L=620 ft. the elevation
difference is Z1-Z2= 30ft. Use the chart for KL values.
a) determine the flow rate (Q)
b) power of the pump in HP
Note that you can write out both mass balance equation and energy equation of the head form for...
Find G(s)= H2(s)/Q(s) 1.- - For the system shown in the figure, ?+q> Tanque 2 Tanque...
Find G(s)= H2(s)/Q(s)
1.- - For the system shown in the figure, ?+q> Tanque 2 Tanque HEMU H + hz H+hi * 0+2 Q1 +91 where Q(s) is the input liquid flow, H(s) is the height of tank 1, H2(S) is the height of tank 2. Qe(s) is the output liquid flow, R and R2 are the valves resistance and C and C2 are the capacitance of tank 1 and tank 2. Obtain the Block Diagram and the Transfer Function...
Tank 1: Tank 2: Water h(t) h(t) Q1 (70 pts). Suppose experiments have been performed to...
Tank 1: Tank 2: Water h(t) h(t) Q1 (70 pts). Suppose experiments have been performed to determine the exit velocity (u) as a function of water height (h) for two different tanks. In Tank I, a smooth rounded nozzle with a diameter of a 2 cm is used whereas a square gate opening with a 2 cm side is utilized in Tank 2. The measured flow rates at different tank heights are given further below; the initial height for both...
Question 1 (15 points): An incompressible fluid (such as water) enters the tank and exits through the valve in the...
Question 1 (15 points): An incompressible fluid (such as water) enters the tank and exits through the valve in the bottom. The fluid height (also known as head) in the tank is variable. The valve resistance is R. Derive the system equation with input q, and output h. Hint: Review modeling examples in Chapter 2 of the text book A = Tank surface area ,p-water density Output flow
Question 1 (15 points): An incompressible fluid (such as water) enters the...
Consider the liquid level system shown in Figure 1. At steady state, the inflow rate and...
Consider the liquid level system shown in Figure 1. At steady state, the inflow rate and outflow rate are both Ở and the flow rate between the tanks is zero. The heads at tank 1 and tank 2 are both H. At t = 0, the inflow rate is changed from 0 to + , where is the small change in the inflow rate. The resulting changes in the heads (h/ and h2) and flow rates are assumed to be...
The system below shows a simplified schematic of an oil transfer system between tanks, from left...
The system below shows a simplified schematic of an oil transfer system between tanks, from left to right: L L The oil specific gravity is 0.77 and its viscosity is 2.7 [cP). The pipes are horizontal and coaxial (neglect difference in height between suction and discharge). The tanks are closed but vented so that they are at atmospheric pressure ([atm]). Assume for simplicity that the liquid level in each tank is 2.5 (m) above the level of the pipes (in...
There is a large tank, with the (1) open to atmosphere, that is filled with water...
There is a large tank, with the (1) open to atmosphere, that is filled with water to a height of h, from the center of the the outlet pipe (2). The valve on the outlet pipe is opened, allowing the water to flow out. Assume (2) is exposed to atmospheric pressure. Using the Bernoulli equation, derive the Toricelli equation, i.e. the expression for the outlet velocity as a function of height. Water = 0
1. Consider a single tank for flow rate control and water level regulation. A single tank...
1. Consider a single tank for flow rate control and water level regulation. A single tank subject to the pump dynamics can be modeled as follows Tank dynamics: h.-le,-4M h, -e-eyh.), Pump dynamics: Q,-1(av,-0) Pump dynamics: Q,--(av,-Q.) Tank dynamics: where the parameters are defined as follows: h :water level c: valve resistance r: time constant S,: water tank area Q,: supplied flow rate a: voltage scaling factor ,: applied control input voltage (all the coefficients are positive) (A). Please apply...
A pump transports water from Tank 1 to Tank 2 through a constant-diameter piping system as shown below (not to scale). The flow rate is controlled by two gate valves, the gate valve I controls the main pipeline, while the gate valve II controls the loop line from T-joint A to T-joint B. All pipes are galvanized steel pipe of diameter D = 4 in. It has a total length of Li2= 620 ft from tank 1 to tank 2....
A turbo pump transfers water from tank 1 to tank to tank 2 as
shown in the picture below. The diameter of the piping system is D=
4in and the total length of pipes is L=620 ft. the elevation
difference is Z1-Z2= 30ft. Use the chart for KL values.
a) determine the flow rate (Q)
b) power of the pump in HP
Note that you can write out both mass balance equation and energy equation of the head form for...
A turbo pump transfers water from tank 1 to tank to tank 2 as
shown in the picture below. The diameter of the piping system is D=
4in and the total length of pipes is L=620 ft. the elevation
difference is Z1-Z2= 30ft. Use the chart for KL values.
a) determine the flow rate (Q)
b) power of the pump in HP
Note that you can write out both mass balance equation and energy equation of the head form for...
Find G(s)= H2(s)/Q(s)
1.- - For the system shown in the figure, ?+q> Tanque 2 Tanque HEMU H + hz H+hi * 0+2 Q1 +91 where Q(s) is the input liquid flow, H(s) is the height of tank 1, H2(S) is the height of tank 2. Qe(s) is the output liquid flow, R and R2 are the valves resistance and C and C2 are the capacitance of tank 1 and tank 2. Obtain the Block Diagram and the Transfer Function...
Tank 1: Tank 2: Water h(t) h(t) Q1 (70 pts). Suppose experiments have been performed to determine the exit velocity (u) as a function of water height (h) for two different tanks. In Tank I, a smooth rounded nozzle with a diameter of a 2 cm is used whereas a square gate opening with a 2 cm side is utilized in Tank 2. The measured flow rates at different tank heights are given further below; the initial height for both...
Question 1 (15 points): An incompressible fluid (such as water) enters the tank and exits through the valve in the bottom. The fluid height (also known as head) in the tank is variable. The valve resistance is R. Derive the system equation with input q, and output h. Hint: Review modeling examples in Chapter 2 of the text book A = Tank surface area ,p-water density Output flow
Question 1 (15 points): An incompressible fluid (such as water) enters the...
Consider the liquid level system shown in Figure 1. At steady state, the inflow rate and outflow rate are both Ở and the flow rate between the tanks is zero. The heads at tank 1 and tank 2 are both H. At t = 0, the inflow rate is changed from 0 to + , where is the small change in the inflow rate. The resulting changes in the heads (h/ and h2) and flow rates are assumed to be...
The system below shows a simplified schematic of an oil transfer system between tanks, from left to right: L L The oil specific gravity is 0.77 and its viscosity is 2.7 [cP). The pipes are horizontal and coaxial (neglect difference in height between suction and discharge). The tanks are closed but vented so that they are at atmospheric pressure ([atm]). Assume for simplicity that the liquid level in each tank is 2.5 (m) above the level of the pipes (in...
There is a large tank, with the (1) open to atmosphere, that is filled with water to a height of h, from the center of the the outlet pipe (2). The valve on the outlet pipe is opened, allowing the water to flow out. Assume (2) is exposed to atmospheric pressure. Using the Bernoulli equation, derive the Toricelli equation, i.e. the expression for the outlet velocity as a function of height. Water = 0
1. Consider a single tank for flow rate control and water level regulation. A single tank subject to the pump dynamics can be modeled as follows Tank dynamics: h.-le,-4M h, -e-eyh.), Pump dynamics: Q,-1(av,-0) Pump dynamics: Q,--(av,-Q.) Tank dynamics: where the parameters are defined as follows: h :water level c: valve resistance r: time constant S,: water tank area Q,: supplied flow rate a: voltage scaling factor ,: applied control input voltage (all the coefficients are positive) (A). Please apply...
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