Self-calibrating open-channel flowmeter

• US 5,684,250 A
• Filed: 08/21/1995
• Issued: 11/04/1997
• Est. Priority Date: 08/21/1995
• Status: Expired due to Term

• Current Assignee: Hach Company (Veralto Corp.)
• Original Assignee: Marsh-McBirney, Inc. (Veralto Corp.)
• Inventors: Wright, John D., Marsh, Lawrence B.
• Primary Examiner(s): Chilcot, Richard
• Assistant Examiner(s): BIEGEL, RONALD L
• Application Number:
  US08/517,214
• Time in Patent Office: 806 Days
• Field of Search: 73/215, 73/216, 73/227, 364/510
• US Class Current: 73/227
• CPC Class Codes: G01F 1/002 wherein the flow is in an open channel
• CPC Class Codes: G01F 1/58 by electromagnetic flowmeters
• CPC Class Codes: G01F 1/66 by measuring frequency, phase shift or propagation time of electromagnetic or other waves, e.g. using ultrasonic flowmeters
• CPC Class Codes: G01F 23/14 by measurement of pressure
• CPC Class Codes: G01F 23/284 Electromagnetic waves
• CPC Class Codes: G01F 23/292 Light , e.g. infrared or ultraviolet
• CPC Class Codes: G01F 23/2962 Measuring transit time of reflected waves

Abstract

An open-channel flowmeter is calibrated by the use of local velocity and level characteristics existing at a given site, as measured by the flowmeter itself. Stored reference relationships that have been either theoretically or experimentally derived are compared to the velocity level relationships at any particular site so as to determine a correction factor which is valid at that site so as to modify the sensed velocity to be an accurate approximation of the average velocity under those site conditions. A local velocity signal is modified so as to make it an accurate approximation of the mean velocity for open-channel flowmeters of the level/velocity type.

Claims

1. Fluid velocity measuring apparatus for indicating the average rate of fluid flow in an open-channel conduit, comprising:

(a) sensor means for producing local depth (D_S) and local velocity (V_S) signals at a given open-channel site;

(b) memory means (56) for storing a plurality of sets of reference depth (D_R) and reference velocity (V_R) signals corresponding to a plurality of flow coefficients (C_F) each of which is representative of the ratio between averaged to sensed velocity, respectively;

(c) comparison means (58) responsive to said local depth and local velocity signals and to said reference depth and reference velocity signals for selecting the corresponding flow coefficient (C_F), respectively; and

(d) first multiplier means (64) for multiplying said local velocity signal and said flow coefficient, thereby to produce an average velocity signal (V).

2. Apparatus as defined in claim 1, wherein said flow coefficients correspond with different conduit sizes and cross-sectional configurations, respectively.

3. Apparatus as defined in claim 1, wherein said flow coefficients correspond with different velocity sensor types.

4. Apparatus as defined in claim 1, wherein said flow coefficient is depth-dependent;

and further including modifying means (62) responsive to said site depth (D_S) for producing a distinctive corresponding flow coefficient (C_F '"'"') that is supplied to a first multiplier means.

5. Apparatus as defined in claim 4, wherein said comparison means is responsive to the size and cross-sectional configuration of the conduit, and means (53,57) for supplying to said comparison means a conduit signal (P_S) that is a function of the conduit size and configuration.

6. Apparatus as defined in claim 5, and further including second multiplying means (67) responsive to said conduit signal and to said local depth signal for producing an area signal (A_S), and third multiplier means (66) responsive to said average velocity signal and to said area signal for producing an output flow signal (Q_S).

7. Apparatus as defined in claim 1, wherein said comparison means (158) is responsive to the ratio of said local depth and local velocity signals;

(e) and further including divider means (153) responsive to said local depth and local velocity signals for producing a signal (D_S /V_S) that is the ratio of said local depth and local velocity signals, said comparison means being responsive to the ratio of said local depth and local velocity signal to produce a distinctive flow coefficient.

8. Apparatus as defined in claim 1, wherein said sensor means comprises an electromagnetic sensor;

and further wherein said memory means contains sets of depth and velocity reference signals representative of those produced under controlled conditions by electromagnetic sensor means.

9. Apparatus as defined in claim 1 wherein said sensor means comprises a submerged Doppler signal generator;

and further wherein said memory means contains sets of depth and velocity reference signals representative of those produced under controlled conditions by submerged Doppler signal generator means.

10. Apparatus as defined in claim 1, wherein said sensor means is selected from the group consisting of submerged acoustic time-of-travel velocity sensing means, acoustic look-down velocity sensing means, microwave look-down velocity sensing means, and look-down optical sensing means;

and further wherein said memory means contains sets of depth and velocity reference signals representative of those produced under controlled conditions by said velocity signal sources, respectively.

11. The method for measuring the flow rate of fluid flowing in an open-channel conduit, comprising:

(a) generating a plurality of sets of reference depth (D_R) and reference velocity (V_R) signals corresponding to a plurality of flow coefficients (C_F) each of which is representative of the ratio between average velocity to sensed velocity, respectively

(b) storing said flow coefficients in a signal comparison means;

(c) supplying the sensed depth (D_S) and velocity (V_S) signals to said comparison means to produce a corresponding flow coefficient (C_F) from said storage means; and

(d) multiplying said corresponding flow coefficient with said sensed velocity signal thereby to produce average velocity (V).

12. The method as defined in claim 11, and further comprising the steps of:

(e) producing a pipe size signal (P_S) that is a function of the size of the conduit;

(f) multiplying said sensed depth signal (D_S) by said pipe size signal (P_S), thereby to produce an area signal (A_S); and

(g) multiplying said area signal by said average velocity signal to produce a flow signal Q.

13. The method as defined in claim 12, and further including the step of:

(h) storing a plurality of sets of data including reference velocity (V_R), reference depth (D_R), pipe size (P_S), sensor type (S_T) and the ratio of average velocity to reference velocity corresponding with a different site condition, respectively.

14. The method as defined in claim 13, and further including the steps of:

(i) storing a plurality of reference depth to reference velocity ratios corresponding to different site conditions;

(j) dividing the site depth signal by the site velocity signal to produce a site ratio signal; and

(k) comparing the site ratio signal with the stored reference ratio signals;

(l) producing a velocity coefficient (C_F) for the reference ratio that most nearly corresponds with the site ratio; and

(m) multiplying the measured velocity signal by said produced velocity coefficient.

15. The method as defined in claim 12, and further including:

(h) generating a plurality of sets of reference depth (D_R) signals corresponding to a plurality of flow signals (Q_S) each of which is representative of flow for various flow rates at a specific site, respectively;

(i) storing said sets reference depth and flow signals in a signal comparison means;

(j) measuring site depth (D_S) at said specific site location; and

(k) comparing said site depth with said stored depth to produce a corresponding flow signal.