the main challenge is how to make sure to have lamminar flow.
if you can/want to work in saturated conditions no biggi, just pump in from below.
if you want to work in soil columns at 40% water holding capacity it is getting challenging. if you want to be serious you need to do huge columns. - 50Cm diameter plus depending on the homogeneity of your soil. Flowrates depend on what you want to study and on the hydraulic conductivity of your soil..... what works with a sand does not work with a peat or clay...
Thank you so much Mr. Bester for responding to my query. My question is i have to design a soil column in order to assess the efficiency of different types of soil in pollutant removal from domestic wastewater. For this, i have to design a particular flow rate and retention time for my expts.! So i want to know how do we assign a particular flow rate to soil column made up of variable soil mixtures. My aim is pollutant removal using soil as filter.
I agree with your answer that lamminar flow is very important. I do not possess any expertise in soil so if you could pls. elaborate it would help me understand better.