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Likurg_2 [28]
4 years ago
11

Cold water (cp = 4180 J/kg·K) leading to a shower enters a thin-walled double-pipe counterflow heat exchanger at 15°C at a rate

of 0.25 kg/s and is heated to 45°C by hot water (cp = 4190 J/kg·K) that enters at 100°C at a rate of 3 kg/s. If the overall heat transfer coefficient is 950 W/m2·K, determine the rate of heat transfer and the heat transfer surface area of the heat exchanger using the ε–NTU method. Answers: 31.35 kW, 0.482 m2
Engineering
1 answer:
Arturiano [62]4 years ago
5 0

Answer:

The rate of heat transfer is  H = 31.35\  kW

The heat transfer surface area is  A_s = 0.4818 m^2

Explanation:

From the question we are told that  

          The  specific heat of water is cp = 4180 \ J/kg \cdot K

           The temperature of cold water is T_c = 15^o C

            The rate of cold the flow is \r m = 0.25 kg/s

           The temperature of the heated water T_h = 45 ^oC

            The specific heat of hot water is  c_p__{H}} = 4190 J/kg \cdot K

              The temperature of the hot water is T_H = 100^oC

               The rate of hot the flow is \r m_H = 3 kg/s

               The heat transfer coefficient is U = 950 W/m^2 \cdot K,

From the \epsilon -NTU method we have that

       C_h  = \r m_H c_p__{H}}

Where C_h is the heat capacity rate of hot  water

      Substituting the value

            C_h = 3 * (4190)

                 = 12,5700\ W/^oC

Also

      C_c = \r m c_p

Where C_c is the heat capacity rate of cold  water

        C_c = 0.25 * 4180

              = 1045 \ W / ^oC

The maximum heat capacity C_h and the minimum  heat capacity is C_c

       The maximum heat transfer is

                H_{max}  =  C_c (T_H - T_c)

Substituting values  

               H_{max} = (1045)(100- 15)

                          = 88,825\  W

The actual heat transfer is mathematically evaluated as

               H = C_c (T_h - T_c)

Substituting values

               H = 1045 (45 - 15 )

                    H = 31350 \ W

                    H = 31.35\  kW

The effectiveness of the heat exchanger is mathematically evaluated as

             \epsilon = \frac{H}{H_{max}}

  Substituting values  

           \epsilon = \frac{31350}{88,825}

              = 0.35

The NTU of the heat exchanger is mathematically represented as

          NTU = \frac{1}{C-1} ln [\frac{\epsilon - 1}{\epsilon C -1} ]

Where C is the ratio of the minimum to the maximum heat capacity which is mathematically represented as

             C = \frac{C_c}{C_h}

Substituting values

             C = \frac{1045}{12,570}

                 = 0.083

Substituting values in to the equation for NTU

         NTU = \frac{1}{0.083 -1} ln[\frac{0.35 - 1}{0.35 * (0.083 - 1)} ]

                   = 0.438

Generally the heat transfer surface area can be mathematically represented as

         A_s = \frac{NTU C_c}{U}

Substituting values

          A_s = \frac{(0.438) (1045)}{950}

              A_s = 0.4818 m^2

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A hydraulic jump is induced in an 80 ft wide channel. The water depths on either side of the jump are 1 ft and 10 ft. Please cal
Sphinxa [80]

Answer:

a) The velocity is 42.0833 ft/s

b) The flow rate is 3366.664 ft³/s

c) The Froude number is 0.2345

d) The flow energy dissipated (expressed as percentage of the energy prior to the jump) is 18.225 ft

e) The critical depth is 3.8030 ft

Explanation:

Given data:

80 ft wide channel, L

1 ft and 10 ft water depths, d₁ and d₂

Questions: a) Velocity of the faster moving flow, v = ?

b) The flow rate (discharge), q = ?

c) The Froude number, F = ?

d) The flow energy dissipated, E = ?

e) The critical depth, dc = ?

a) For the velocity:

\frac{d_{2} }{d_{1} } =\frac{1}{2} (\sqrt{1+8F^{2} } -1)

10*2=\sqrt{1+8F^{2} } -1

Solving for F:

F = 7.4162

v=F\sqrt{gd_{1} }

Here, g = gravity = 32.2 ft/s²

v=7.4162*\sqrt{32.2*1} =42.0833ft/s

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q=v*L*d_{1} =42.0833*80*1=3366.664ft^{3} /s

c) The Froude number:

v_{2} =\frac{q}{L*d_{2} } =\frac{3366.664}{80*10} =4.2083ft/s

F=\frac{v_{2}}{\sqrt{gd_{2} } } =\frac{4.2083}{\sqrt{32.2*10} } =0.2345

d) The flow energy dissipated:

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d_{c} =(\frac{(\frac{q}{L})^{2}  }{g} )^{1/3} =(\frac{(\frac{3366.664}{80})^{2}  }{32.2} )^{1/3} =3.8030ft

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4 years ago
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