*The Museum of HP Calculators*

#
Iteration Example - Friction in Pipes for the HP-10C

This program is by Tizedes Csaba
and is used here by permission.

This program is supplied without representation or warranty of any kind.
Tizedes Csaba and The Museum of HP Calculators therefore assume no responsibility
and shall have no liability, consequential or otherwise, of any kind arising
from the use of this program material or any part thereof.

##
Overview

This program is an example for 'Iteration - General Method' program. This
program can calculate friction coefficient in pipes.

For the first (estimated) value of coefficient use Blasius formula, and for
iteration use Colebrook formula.

The Blasius formula:

lambda=0.32/(Re)^(1/4)

The Colebrook formula:

1/(SQRT(lambda))=-2*LOG(2.51/(Re*SQRT(lambda))+k/(3.72*d))

and it's iterable form is:

lambda[i]=1/(4*(LOG(2.51/(Re*SQRT(lambda[i-1]))+k/(3.72*d)))^2)

Where lambda[1]: friction coefficient, Re[1]: Reynold's number, k[mm]: roughness
of pipe's wall, d[mm]: inner diameter of pipe

The precision is incredible if you use bigger number at step_39 of program.

Registers:
R0: Re-number
R1: k/d, relative roughness
R2: lambda[i]
### Important: If you want to use this program in pipe-design, check, what is the limit of usage the used formulas (Re-number intervals). And for safety, check the precision of calculated friction coefficient!

##
Listing

00-
01- 45 0 RCL 0
02- 4 4
03- 15 1/x
04- 14 y^x
05- 15 1/x
06- 48 #
07- 3 # .32
08- 2 #
09- 20 mul
10- 44 2 STO 2
11- 11 sqrt
12- 45 0 RCL 0
13- 20 mul
14- 15 1/x
15- 2 #
16- 48 # 2.51
17- 5 #
18- 1 #
19- 20 mul
20- 45 1 RCL 1
21- 3 #
22- 48 # 3.72
23- 7 #
24- 2 #
25- 10 div
26- 40 add
27- 42 13 LOG
28- 42 11 sq
29- 4 4
30- 20 mul
31- 15 1/x
32- 36 ENTER
33- 36 ENTER
34- 45 2 RCL 2
35- 30 sub
36- 42 11 sq
37- 11 sqrt
38- 26 EEX
39- 4 4
40- 16 CHS
41- 34 x change y
42- 42 10 x<=y?
43- 22 47 GTO 47
44- 33 roll down
45- 33 roll down
46- 22 10 GTO 10
47- 33 roll down
48- 33 roll down
49- 31 R/S
50- 22 00
51- 22 00
(P-51 r-04)

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