Normally with a Hydraulic Ram, catchment dams are not necessary, sometimes a small stop can be built to hold the pipe entry point stable.
The drive pipe just has to be higher than the ram and located upstream enough to generate the momentum of water to drive the Ram.
Looking at the video, there does not seem to be evidence of mud having flowed down.
rampumps design process
If you are into maths, here is the equation;
'The percentage of the drive water pumped to the desired point may be approximately 22% when the vertical fall from the water source to the pump is half of the elevation lift from the ram to the water outlet. It may be as low as 2% or less when the vertical fall from the water source to the pump is 4% of the elevation lift from the ram to the water outlet.
Rife Hydraulic Engine Manufacturing Company literature (
http://www.riferam.com/) offers the following equation:
0.6 x Q x F/E = D
Q is the available drive flow in gallons per minute, F is the fall in feet from the water source to the ram, E is the elevation from the ram to the water outlet, and D is the flow rate of the delivery water in gallons per minute. 0.6 is an efficiency factor and will differ somewhat between various ram pumps.
For instance, if 12 gallons per minute is available to operate a ram pump (D), the pump is placed 6 feet below the water source (F), and the water will be pumped up an elevation of 20 feet to the outlet point (E), the amount of water that may be pumped with an appropriately-sized ram pump is...."