Good day all.
The objective is to process 60m3 of river bed gravel, mud and water at an average altitude of 2500m above sea level. Pump and diesel 70hp engine will be mounted on trailer to be portable.
Pump used will be a 6 inch gravel or slurry pump. Rpm variable based on requirement to achieve desired outcome. 6 inch inlet 6 inch outlet. Suction head minimum of 3m, discharge head 2m. 30m rubber 6 inch hose with 2 couplings but no elbows to inlet. Outlet discharge hose 10m to elevated station 2m. Aggregate size 20mm to 100mm gravel, mud and cold water. Estimate of 60% water 40% material.
Water temperature between 2 and 8 degrees Celsius.
Pumps are not my field of expertise so am looking for advise from the experts on this forum if they would be kind enough to help.
I understand that for every 1000ft above sea level we lose 2ft of the 26ft head achievable at coast. At 8000ft we have 3m or so left. The naturally aspirated engine driving pump will lose about 1% per 100m so about 25% in total.
My first concern is cavitation. My second concern is acquiring the necessary lift. If anybody out there can part with some helpful advise.
Thank you.
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