horsefeather
Aerospace
- Dec 26, 2007
- 50
My new units need a hydraulic reservoir. The reservoir is mounted on the back of a tractor (truck) along with all my pumps. Hoses on a swivel hose carrier run between the resevoir and the trailer where the actuators are.
The size of the resevoir is about 350 gallons. This was selected by the total amount of fluid in the system, expansion due to heat and the amount of time before the operator spots a leak. There will be a sight gauge on the side and a temperature sensor.
The reservoir is vented and I'm asking for a tapered bottom that leads to an outlet tied to an onboard kidney loop. I'm thinking that slightly above the taper will be the pump/replenishment suctions and near the top will be the returns and drains. This is being designed by real hydraulic engineers whom I will visit next week.
I'm thinking there will be a baffle plate of some sort in the ullage to reduce slosh that will extend below the nominal surface to a reasonable depth.
I accepted their recommendation not to have suction strainers due to their inaccessability and danger when blocked, but after thinking about for a while I decided to put one in. Not because I think there will be a problem but because every system I've seen has one and I don't want a future engineer making fun of me for not having one.
Any tips considering reservoir design I should consider before I meet with the designers next week? Does anyone have luck with plastic or aluminum construction?
The size of the resevoir is about 350 gallons. This was selected by the total amount of fluid in the system, expansion due to heat and the amount of time before the operator spots a leak. There will be a sight gauge on the side and a temperature sensor.
The reservoir is vented and I'm asking for a tapered bottom that leads to an outlet tied to an onboard kidney loop. I'm thinking that slightly above the taper will be the pump/replenishment suctions and near the top will be the returns and drains. This is being designed by real hydraulic engineers whom I will visit next week.
I'm thinking there will be a baffle plate of some sort in the ullage to reduce slosh that will extend below the nominal surface to a reasonable depth.
I accepted their recommendation not to have suction strainers due to their inaccessability and danger when blocked, but after thinking about for a while I decided to put one in. Not because I think there will be a problem but because every system I've seen has one and I don't want a future engineer making fun of me for not having one.
Any tips considering reservoir design I should consider before I meet with the designers next week? Does anyone have luck with plastic or aluminum construction?