James Nelson Hinde and Hinde Engineering Company v. Hot Sulphur Springs, Colorado

482 F.2d 829
CourtCourt of Appeals for the Tenth Circuit
DecidedAugust 14, 1973
Docket72-1878
StatusPublished
Cited by23 cases

This text of 482 F.2d 829 (James Nelson Hinde and Hinde Engineering Company v. Hot Sulphur Springs, Colorado) is published on Counsel Stack Legal Research, covering Court of Appeals for the Tenth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
James Nelson Hinde and Hinde Engineering Company v. Hot Sulphur Springs, Colorado, 482 F.2d 829 (10th Cir. 1973).

Opinion

BARRETT, Circuit Judge.

John Nelson Hinde, patentee, and Hinde Engineering Company, exclusive licensee of United States Letters Patent Nos. 3,293,861 (’861) and 3,234,123 (’123), brought this patent infringement suit against the Town of Hot Sulphur Springs, Colorado, (Town), following its installation and operation of a sewage treatment plant. The trial court, 359 F.Supp. 987, sitting without a jury, held that ’123 was valid and that the Town, together with its privies, Case/Cotter, Inc., and Schramm, Inc., had deliberately, wilfully, and wantonly infringed Claims 8 and 21 of ’123. The Court perpetually enjoined the Town, its officers, and all those under its control or in privity with it, from infringing upon claims 8 and 21 of ’123. 1 In addition, an accounting was ordered to ascertain treble damages for infringement.

*832 ’123, “Method of and Means for Treating Bodies of Water”, was a continuation, in part, of ’861, “Method of Distributing Fluids in Bodies of Liquid and Apparatus Therefor”. A review of the events surrounding these patents will facilitate our consideration of the issues presented.

Hinde first began experimenting with the concepts of water aeration in 1958 to prevent winter fish kill as a favor to a friend. By utilizing a compressor to pump air through submerged copper tubing with small holes punched therein, he was able to supply oxygen into a small trout pond. It stopped the fish from dying. However, many of the holes became clogged in a short period of time and the bubbles emitted from the tubing were quite large. Thereafter he began experimenting with hoses and rubberlike tubing.

In 1958 Hinde also sent the Kenosha Trout Club in Colorado, polyethylene tubing which he had perforated every five feet with needle holes. Once the Club members had submerged and anchored the tubing, they found that it was not only effective in preventing fish kill, but that it also melted large strips of ice. Encouraged by these reports, Hinde formed his own company.

In the summer of 1959, Hinde sent tubing to the Montague Fish Hatchery in Massachusetts. This tubing had round needle holes and was weighted with taped on lead. Clogging was again a problem and even though he developed a chisel-shaped needle that punched slotted self-closing valves, the mineral content in the water precluded its effectiveness. At this time Hinde also began inquiring as to the availability of tubing with an encapsulated lead keel.

In January, 1960, Hinde installed tubing at the Bauduin Yacht Club to melt ice around a pier. This tubing was perforated with larger needle holes at two feet intervals. Clogging was somewhat of a problem, but having determined that slit holes produced smaller bubbles and did not clog as rapidly as round ones, Hinde sent the Club a “minute knife blade” so that the holes could be repunched and thus converted to slits.

By November, 1960, Hinde was able to obtain tubing with an encapsulated lead keel. He had also developed a die that would put self-closing slit valves in the tubing without widening it as much as the chisel-shaped needle. Having thus developed a tubing which could discharge oxygen in a controlled manner with a minimum of clogging while submerged for extended periods of time, Hinde felt that his tubing would be an economical means for treating sewage. Therefore, in the summer of 1961, he shipped tubing to Butterfield Estates, Illinois, to be installed to handle the waste of a housing development. The tubing was shipped with the understanding that Hinde would be paid if, and only if, the tubing worked. In November, 1961, Hinde shipped tubing to Tin-ley Heights, Illinois, for another installation under similar terms. In each instance perforated tubing with slit valves and an encapsulated lead keel was installed, and in each instance the installation was successful. A similar installation was made at the United States Industrial Chemical Company at Tuscola, Illinois, during the summer of 1961. By the date of trial Hinde had made over three hundred similar installations in various parts of the country.

On November 13, 1961, Hinde applied for a patent relating to “innovations and' improvements in distributing or dispersing fluids into bodies of liquid for various purposes.” This application gave rise to ’861 and it utilized a perforated flexible weighted tubing which was “provided with a plurality of outlet valves in the form of relatively short self-closing slits oriented substantially lengthwise of the tubing.” The uses of the tubing as set forth in the application included aeration of bodies of water to prevent summer and winter fish kill, ice melting, and sewage or industrial waste treatment.

On December 26, 1962, Hinde also applied for a patent relating to “innova *833 tions and improvements in the treatment of bodies of water with air or other gas, usually for purification and related benefaction purposes.” This application gave rise to the T23 patent. It was a continuation in part of Hinde’s pending ’861 application. By utilizing a plurality of submerged conduits arranged in a predetermined pattern of the same type as the perforated tubing utilized in ’861, ’123 was able to release sized bubbles in a controlled manner and thereby produce “upward laminar flows of aerated water.”

An important feature of ’123 was the creation of hydraulic curtains formed by the upward laminar 2 flow of aerated water above the submerged conduit, creating a series of treatment cells, wherein there is a “horizontal division of a body of water into a lower anaerobic layer which is relatively quiescent and an upper aerobic layer which is non-quiescent by reason of being vertically divided into said hydraulically defined cells.”

Claims 1, 8, and 21 of ’123 described the process as follows:

1. The method of aerating a body of aqueous liquid which comprises releasing oxygen-containing gas into said body from a plurality of submerged flexible conduits having a narrow row of self-closing slit valves in the upper portions thereof for substantially the full length of each conduit and arranged in a pattern wherein said conduits extend substantially straight and parallel with each other, said oxygen-containing gas being released through said slit valves in bubble form along the length of each conduit in such manner that the diameters of the majority of bubbles do not exceed approximately % inch so as to produce upward Jaminar flow of a curtain of aerated liquid above said conduits with each such curtain parting at the surface so as to form downward recirculation of the liquid intermediate each of said curtains whereby said body is divided into a series of parallel hydraulically defined cells, said self-closing slit valves being spaced sufficiently close together in said narrow rows as to release streams of said bubbles which are close enough together to produce said upward laminar flow.
8. The method of claim 1 wherein said body of aqueous liquid is formed by waste water selected from the group consisting of domestic sewage, industrial waste, effluent from an activated sludge treatment plant, and effluent from a trickling filter treatment plant.
21.

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482 F.2d 829, Counsel Stack Legal Research, https://law.counselstack.com/opinion/james-nelson-hinde-and-hinde-engineering-company-v-hot-sulphur-springs-ca10-1973.