Pony
Active member
I ve been thinking about the self filling gravel slope in the downstream sumps in New Goyden. This obstacle is obviuosly a major detterent to further exploration to the system. What techniques are available to us to make such a hazard acceptable? I can not recall off hand the length of this slope in New Goyden, but a temporary measure I ve thought of may be ridged ribbed drain pipe; you know the sort blacck and ribbed on the outside(ffnarr) and blue liner on the inside. This cut into quarters lengthways and reassemled in situ with the aid of pre fixed brackets and C pins. If there is an area upstream out of the main flow the sections could be removed from the choke and anchored for future use. I appreciiate the immense power present in this system when in flood so the anchoring of the sections maybe not an option. If any suicidal bubble suckers out there have any thoughts make them know. This post may be more apt in diving, but infinate number of monkeys... LOL