Gary T Hunkele

61431885, Nov 7, 2000

Dec 22, 1998

9/219292

Steven Mark Jantsch - Beaver Fall PA
Gary Hunkele - Midland PA

Tetra Process Technologies - Tampa FL

B01D 2446

210794

An underdrain block for a filter media system for supporting the filter media and distributing air and water backwash. The underdrain block comprising a top wall, a bottom wall and two side walls forming an open ended interior. Interior walls, known as lateral separation walls, divide the interior of the block into primary and secondary laterals. When the blocks are laid end to end, the laterals form a common distribution conduit for the transport of air and water backwash. The lateral separation walls can be angular or curved. Curved walls and specifically angled walls increase the area of the laterals. The spacing of the blocks can be approximately 18 inches and the height approximately 8 inches. The underdrain blocks are interlocking to form conduits of up to 40 feet in length.

61103667, Aug 29, 2000

May 13, 1999

9/311013

Gary Hunkele - Midland PA
Paul Knauff - Geneva OH

Tetra Process Technologies - Tampa FL

B01D 2446

210232

A grout-gripping anchor for an underdrain block to be grouted to a filter floor is disclosed. Underdrain blocks have ribs extending outwardly from the exterior walls. The anchor is formed at the distant end of ribs positioned on the bottom exterior wall. The end of the rib widens to form one or more flanges or ledges so that grout covers the ledge when the underdrain block is grouted onto the filter floor. The anchor can be comprised of various shapes, including wedge-shape, rectangular shape or donut shaped.

61905682, Feb 20, 2001

Mar 19, 1998

9/044598

Gary Hunkele - Midland PA

Tetra Process Technologies div of Capital Controls, A Severn Trent Services
Co - Tampa FL

B01D 2422

210767

A method for retrofitting a gravity filter with a porous plate filter media support that increase filter production by increasing the depth of the media, allows installation of an air backwash system in filters having a monolithic underdrain system, and reduces turbulence and head loss in granular filtration systems. The method comprising removal of existing media and gravel media-support bed and installation of a porous plate media support. The porous plate can have multiple layers of fine sized and coarse sized pores. The porous plate is positioned between the media and the filter bottom and is securely anchored to the monolithic underdrain system thereby allowing uniform distribution of backwash, inhibiting media penetration of the filter bottom and avoiding seal failures.