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Innovatsion texnologiyalar №1 (29) 2018 y



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Innovatsion texnologiyalar №1 (29) 2018 y.
23 
___________________ENERGETIKA / ЭНЕРГЕТИКА__________________ 
pipe, depending on the temperature of heat carrier at a given point of the coil-pipe; 




( )
I
I
T x


– 
coefficient of heat transfer from water to ice-covered pipe, depending on the thickness of the ice 
layer 
I

at a given point of the coil-pipe; 
R
T
– temperature of river water; 
G
– flow rate of heat 
carrier; 
C
– specific heat of heat carrier.
This equation is obtained at the condition that the temperature of the outer surface of the ice 
layer is 0 ° C (273.15 K), which means a constant temperature gradient between river water and the 
ice surface at a variable coefficient of heat transfer, which depends of the outer diameter of the ice 
covered pipe: 
 


0.38
1
Pr
2
2
W
I
I
W
W
W
O
I
V
d



  



  

(3) 
where
W


Pr
W

W

– thermal conductivity, Prandtl number and kinematical viscosity of river water, 
W
V
– the speed of water in the river,
O
d
– outside pipe diameter. 
The dependence of the ice layer thickness on the temperature of the coolant at a given point 
of the coil


( )
I
T x

is in turn calculated out of the constancy of the linear density of the heat flux 
through the pipe wall in this section: 














2
( )
( )
2
( )
( )
273.15
2
I
O
I
R
O
I
R
I
I
d
d
T x
K T
T x
d
T x
T x
T



 

 


 











(4) 
where
I
d

O
d
– inside and outside pipe diameter, 
K
– coefficient of heat transfer from water to heat 
carrier, 




( )
I
I
T x


– coefficient of heat transfer from water to ice-covered pipe, depending on 
the thickness of the ice layer at a given point of the coil-pipe. 
The differential equation (1) has an analytic solution, which simplifies the calculations: 


0
π
( )
exp ln
R
R
d K x
T x
T
T
T
G C
  












(5) 
where
0
T
– temperature of heat carrier at the inlet to the coil-pipe. 
The differential equation (2) does not have a simple analytical solution; therefore, to calculate 
the coolant temperature in this case, numerical methods for solving differential equations available 
in the MathCAD environment, such as the "rkadapt" and "rkfixed" commands, are used. 
The algorithm of calculation and optimization of the river heat exchanger includes a lot of 
subroutines, conditional operators, cycles and iterations, and the performed works, thus, 
demonstrates the wide possibilities of the MathCAD package, which proved to be indispensable for 
the solution of the task. 

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