So why can't one simply roll out hose upstream until you have enough drop/pressure to run a normal dredge nozzle? I have seen other the suction stuff into the siphon hose, which makesno sense to me, especially if your useing the corrigated drain hose. I would think all your fines would get cought up inside the hose. Iam looking at a long suction hose that once primed, will have enough head pressure to run my nozzle. A half pound per foot, minus losses from friction loss. Got to find a nice section of river that has some good drop in a short section. Also wondered if a bigger inlet to "funnel" or capture the water better would help some.