<p> b </p>

1eb02266-3e9c-40c1-9915-792a8da9b404 11 4 5 decimal

&[DATE] &[TIME] - &[FILENAME]

3 appVersion 0.98.6179 ≡

b 6.11 103 -^* 4.477889 104 -^* 1.346523 105 -^* 3.177535 107 -^* 1.460578 109 -^* 4.377456 1011 -^* 1.035036 1013 -^* - 4.219297 1016 -^* 1.420178 1018 -^* - 1.734566 1021 -^* 101 mat :

Cumulative Flow Curve (Mass Flow Curve)

]]>

Q 505050153861180229084010484753205805639971427661799482488467855183747839201 mat m 3^s / * :

This works only if both A & Q are unitless (ignore units q M_Cuve j 1 q rows range A j el q n el n 1 j sum : idx j el j : 21 line for idx A m 3^s / / augment A m 3^s / / (sum 21 mat 21 line :

SMQ Q M_Cuve 1 el : Σ Q M_Cuve 2 el : 21 line

SMQ

Σ 6.555 105^*

t P b j el t j 1 -^* (j 110 sum 11 line :

OBSERVE . . .

The P(t) summation operator plots

from native definition. But, for the

iterative solver [°C], this S

operator must be in local definition.

]]>

x t 110 - x ≤ (x 100 ≤ (& cases :

x P 1.01332 - 0 ≡ x 10 - 120 solve 100.0

Water saturation pressure [bar <= °C] in domestic low range

x P x t * 1 1 sys