The dynamic response of the vertical wall and bottom loads at the star
t of grain discharge was influenced by wall configuration and filling
method for model bins in plug flow. Experiments were conducted with wh
eat in cylindrical smooth wall and corrugated bins which were 0.6 m in
diameter and 2.4 m high. Central spout and sprinkle filling methods w
ere tested. The highest wall load increase was observed for the smooth
wall bin when centrally filled. The corrugated wall and sprinkle Fili
ng method produced the smallest wall load increase. A peaked response
of the dynamic wall load was observed for both bin wall surfaces which
were center filled. Two steps of wall load increase after the start o
f discharge were observed for sprinkle filling of the smooth wall bin,
one occurred immediately after orifice opening and the second occurre
d after 1 to 2 min of discharge.