Difference between VOF Schemes
Hi every one
I am working on modeling two phase flow inside the mixing chamber with two separate inlets for water and air and one discharge outlet.
I have used different explicit (georeconstruct, CICSAM) and implicit (HIRC, 2nd UW) schemes for simulations. I have measure the water cross-sectional thickness at the discharge for these scheme and got varied result for same inputs. For low gas-liquid ratio the difference is small but at high gas-liquid ratio the difference is more.
Can somebody help in explaining these scheme as how they work? so that i can comment on the results.
Thanks in advance
|All times are GMT -4. The time now is 06:24.|