Changes

The connections into and out of a rainwater cistern can have a dramatic effect on the actual usable volume. The only usable water within the cistern is that above the height of the pump intake, and below the invert of the overflow outlet. This dimension can easily become constrained where the outlet must lie beneath the frost line and where a high powered pump is required to elevate the water many storeys. Communication and understanding between design engineers is paramount in large installations. Quick notes:

The connections into and out of a rainwater cistern can have a dramatic effect on the actual usable volume. The only usable water within the cistern is that above the height of the pump intake, and below the invert of the overflow outlet. This dimension can easily become constrained where the outlet must lie beneath the frost line and where a high powered pump is required to elevate the water many storeys. Communication and understanding between design engineers is paramount in large installations. Quick notes:

# The depth of storage between the elevation of the inlet and overflow is unusable space, so the overflow should be located towards the top of the cistern.

# The depth of storage between the elevation of the inlet and overflow is unusable space, so the overflow should be located towards the top of the cistern.

# The depth of storage beneath the pump inlet is unusable, but may also be a useful zone for sediment to settle. A custom or cast-in-place vault may minimise this unused volume by tapering the base.   

# The depth of storage beneath the pump inlet is unusable, but may also be a useful zone for sediment to settle. A custom or cast-in-place vault could minimise this unused volume by tapering towards the the base.   

[[category:modeling]]

[[category:modeling]]