Environmental Engineering Reference
In-Depth Information
Table 3.3 Regression results for model I
Va r i a b l e
Va l u e
Standard
error
t-ratio
Prob(t)
Input
variable
Math
applied
a
0.0126
0.09
0.14
0.88694
Saturates
b
1.49
0.48
3.11
0.00239
Resins
c
12.6
12.34
1.02
0.30914
A/R
d
0.073
0.02
3.97
0.00013
ln viscosity
Cubed
e
0.00193
0.00
2.08
0.0402
Resins
Cubed
f
0.00016
0.00
0.22
0.82677
Asphaltenes Cubed
g
4.23
14.21
0.30
0.76648
A/R
Cubed
h
0.59
0.77
0.77
0.44215
ln viscosity
ln
i
1.59
1.03
1.55
0.12359
Resins
ln
j
4.03
2.53
1.59
0.11479
A/R
ln
k
3.73E-26
0.00
1.28
0.20272
ln viscosity
Exp squared
l
1.21
7.02
0.17
0.8639
A/R
Exp squared
m
0.022
0.01
1.59
0.11463
Exp density
log/square x
n
0.11
0.13
0.83
0.40933
A/R
log/square x
o
17.8
8.60
2.07
0.04066
Contant
Table 3.4 Summary of calculations for model I
Basic inputs
Symbol
Units
Density
D
g/mL
Viscosity
V
mPa s
Saturate content
S
%
Resin content
R
%
Asphaltene content
A
%
First step—transformation Description
Density expD Take exponential of density
Viscosity lnV Take natural logarithm of viscosity
Asphaltene/Resin ratio A/R Divide asphaltene content by resin content
Second step—rationalization (converts units to simple declining or increasing functions)
Density
2.5, 2.5lnV, expD2.5)
Dst
if(expD
<
Viscosity
Vst
if(lnV
<
5.8, 5.8lnV, LnV5.8)
Saturate content
Sst
if(S < 45, 45S, S45)
Resin content
Rst
if(R
<
10, 10R, R10)
Asphaltene content
Ast
if(A
<
4, 4A, A4)
Asphaltene/Resin ratio
A/Rst
if(A/R < 0.6, 0.6A/R, A/R0.6)
(continued)
 
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