In re Sarkar

588 F.2d 1330, 200 U.S.P.Q. (BNA) 132, 1978 CCPA LEXIS 192
Court of Customs and Patent Appeals·Decided December 7, 1978·No. Appeal No. 78-554·Published·Cited by 16 cases

Opinion

MARKEY, Chief Judge.

Appeal from the decision of the Patent and Trademark Office (PTO) Board of Appeals (board), affirming the rejection, under 35 U.S.C. § 101, of claims 1-39, all of the claims in application serial No. 445,765, filed February 25, 1974, and entitled “Methods of Open Channel Analysis and Control.” We affirm.

The Invention

The subject matter of Sarkar’s invention is a technique for mathematically modeling an open channel, e. g., a natural stream or artificial waterway. Sarkar says his method of constructing a mathematical model is capable of accurately providing the flow [1331] parameters of a river over a period of time, even though it (1) contains obstructions such as dams or bridges, tributaries, and by-passes, (2) experiences flooding, (3) has lateral inflow, (4) has actual inflow at its upstream end, and (5) empties into a tidal body. The ability to account for additional complexities is said to comprise the principal advance over 'more idealized models in the prior art.

The claims take two forms. The first includes claims 1-13, of which claim 1 is representative:

1. A method of constructing a mathematical model of at least a portion of an open channel segmented into at least one reach and in which there is spatially varied unsteady flow and including the existence of at least one gravity wave during a given period of time comprising:
(a) measuring the cross-sectional dimensions of the channel at a specifically chosen, predetermined number of locations usable for schematizing said dimensions into a rectangularized cross-section for each regularly spaced but arbitrarily chosen distance Ax along the length of the channel irrespective of the chosen value of the interval of time At;
[steps (b)-(h)]. .

Step (b) recites the mathematical equations used to define the open channel flow. Steps (c)-(g) recite additional data-gathering steps, and step (h) recites the method of solving the flow equations using the collected data of steps (a) and (c)-(g).1

The second form includes claims 14-39, reciting construction activity with the mathematical model of claims 1-13. Claim 14 is representative:

14. A method of locating an obstruction in an open channel to affect flow in a predetermined manner comprising:
a) obtaining the dimensions of said obstruction which affect the parameters of flow;
b) constructing a mathematical model of at least that portion of the open channel in which said obstruction is to be located in accordance with the method of claim 1 using those dimensions obtained in step (a) above;
c) adjusting the location of said obstruction within said mathematical model until the desired effect upon flow is obtained in said model; and thereafter
d) constructing said obstruction within the actual open channel at the specified adjusted location indicated by the mathematical model.

The Board

The board rejected all claims solely2 because it considered them as not being directed to a “process” within the meaning of 35 U.S.C. § 101.3 There were two distinct rationales for the § 101 rejection. The first concerned the interpretation and significance of step (a) of claim 1. The second concerned the significance of “post-solution activity” steps.

Respecting step (a) of claim 1, Sarkar sought to meet the examiner’s rejection based upon Gottschalk v. Benson, 409 U.S. 63, 93 S.Ct. 253, 34 L.Ed.2d 273, 175 USPQ 673 (1972), as interpreted in In re Christensen, 478 F.2d 1392, 178 USPQ 35 (CCPA 1973), with an argument that step (a), i. e., [1332] measuring the channel dimensions at arbitrarily chosen distance intervals Ax along the length of the channel, irrespective of the chosen value of time interval At, is a novel, nonobvious physical step, taking claims 1-13 outside the holdings of Benson and Christensen. In response, the board said step (a) was old, as indicated by Otter and Day, Tidal Flow Computations, The Engineer, January 29, 1960, at 177-82 (Otter). As the board stated,

The nature of the results of the calculations, that is, stable or oscillatory, is not set out in the claims at bar and we think that the general .commentary in Otter, for example page 181, column 3, first paragraph,[4] is indicative of the fact that values for Ax and At have been selected in arbitrary fashion in the past even though such selection may take on non-arbitrary characteristics in order to achieve stable results.

The board, therefore, considered step (a) as nothing more than one of “the old and necessary antecedent steps of establishing values for the variables in the equation,” citing In re Christensen, supra at 1394, 178 USPQ at 37. The board concluded that the claims at issue would preempt all meaningful use of the formulas recited therein.

Concerning claims 14-39 and the' significance of “ppst-solution activity,” like building a bridge or dam, the board concluded:

While it is true that the final step in each of these claims makes reference to the mathematical result achieved by performing the prior recited steps, we consider the connection to be so tenuous that the several steps recited in each claim when considered as a whole do not constitute a proper method under the statute.

That the claimed invention was as a whole new, useful, and nonobvious, is nowhere challenged.5

Issue

The broad issue under the statute is whether the processes of claims 1-39 constitute statutory subject matter under 35 U.S.C. § 101. The specific issue, occasioned by the presence of a mathematical algorithm, is whether measuring step (a) establishes that the claimed invention as a whole is not the algorithm but an application thereof.6

OPINION

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In re Sarkar, 588 F.2d 1330, 200 U.S.P.Q. (BNA) 132, 1978 CCPA LEXIS 192 (ccpa 1978).

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