Flow rate determination based on limited observations

Patent metadata

Field	Value
Publication number	US-11441935-B2
Application number	US-201916426300-A
Country	US
Kind code	B2
Filing date	May 30, 2019
Priority date	May 30, 2019
Publication date	Sep 13, 2022
Grant date	Sep 13, 2022

Abstract

Methods, systems and computer program products for determining an accurate flow rate based on limited observations are provided. Aspects include receiving a limited sample of flow rate data associated with a test site of a test river. Aspects also include determining topographical characteristics of the test site. Aspects also include determining a plurality of similar tested sites and generating a test site rating curve based on a combination of the limited sample of flow rate data and sufficient flow rate data associated with one or more of the plurality of similar tested sites. Aspects also include obtaining a stage reading associated with the test site from a sensor disposed at the test site. Aspects also include determining a flow rate of the test site based on the stage reading and the test site rating curve.

First claim

What is claimed is:

1. A computer-implemented method comprising:
receiving, by a processor, a first dataset comprising a limited sample of flow rate data associated with a test site of a test river, wherein the limited sample of flow rate data comprises a first number of data points that is less than a threshold number of data points, the threshold number of data points are required for constructing an accurate rating curve;
determining, by the processor, topographical characteristics of the test site;
determining, by the processor, a similar tested site, wherein the similar tested site comprises a river site having topographical characteristics that are above a threshold level of similarity to the topographical characteristics of the test site and about which a second dataset comprising flow rate data has been collected;
generating, by the processor, a new dataset that includes the first dataset comprising the limited sample of flow rate data associated with the test site and the second dataset comprising the flow rate data of the similar tested site, wherein the new dataset comprises a second number of data points that is greater than or equal to said threshold number of data points for constructing the accurate rating curve;
computing, by the processor, a test site rating curve based on the new dataset that comprises a combination of the limited sample of flow rate data from the test site and the flow rate data from the similar tested site;
obtaining, from a sensor disposed at the test site, a stage reading associated with the test site; and
determining, by the processor based on the stage reading and the test site rating curve, a flow rate of the test site.

2. The computer-implemented method of claim 1 , wherein flow rate data comprises a plurality of data points, each data point comprising a measured flow rate plotted in relation to a measured river stage.

3. The computer-implemented method of claim 1 , wherein the accurate rating curve comprises a rating curve having an R-squared value above a predetermined threshold.

4. The computer-implemented method of claim 1 , wherein the topographical characteristics comprise one or more of a slope of a river bed, a cross-sectional width of a river and a distance to a downstream lake or reservoir.

5. The computer-implemented method of claim 1 , wherein computing a test site rating curve comprises applying a curve fitting algorithm to the new dataset that comprises the sufficient flow rate data.

6. The computer-implemented method of claim 1 , wherein the sensor disposed at the test site comprises a radar distance sensor disposed at a fixed position above the test site.

7. The computer-implemented method of claim 1 , wherein the similar tested site comprises a plurality of similar tested sites, and determining the similar tested site comprises determining that each topographical characteristic of the similar tested site is within a respective threshold range of a corresponding topographical characteristic associated with the test site.

8. The computer-implemented method of claim 1 further comprising:
determining, based on the flow rate of the test site, an amount to open a downstream floodgate; and
automatically causing the downstream floodgate to open the determined amount.

9. The computer-implemented method of claim 1 further comprising:
obtaining continuous stage readings associated with the test site;
determining, based on the continuous stage readings associated with the test site, continuous flow rates of the test site; and
responsive to dynamically determining an amount to adjust a size of an intake opening to a turbine based on the flow rate of the test site, dynamically adjusting the size of an intake opening to the turbine.

10. The computer-implemented method of claim 1 further comprising:
determining, based on the flow rate of the test site, an estimated time of flooding at a downstream location; and
automatically transmitting a flood warning to one or more devices associated with individuals proximate to the downstream location.

11. A system comprising:
a processor communicatively coupled to a memory, the processor configured to:
receive a first dataset comprising a limited sample of flow rate data associated with a test site of a test river, wherein the limited sample of flow rate data comprises a first number of data points that is less than a threshold number of data points, the threshold number of data points are required for constructing an accurate rating curve;
determine topographical characteristics of the test site;
determine a plurality of similar tested sites, wherein a similar tested site comprises a river site having topographical characteristics that are above a threshold level of similarity to the topographical characteristics of the test site and about which a second dataset comprising flow rate data has been collected;
generate a new dataset comprising the first dataset that includes the limited sample of flow rate data associated with the test site and one or more data points from the second datasets, respectively, corresponding to the similar tested sites, wherein the new dataset comprises a second number of data points that is greater than or equal to said threshold number of data points for constructing the accurate rating curve;
compute a test site rating curve based on the new dataset that comprises a combination of the limited sample of flow rate data from the test site and the flow rate data from the similar tested sites;
obtain, from a sensor disposed at the test site, a stage reading associated with the test site; and
determine, based on the stage reading and the test site rating curve, a flow rate of the test site.

12. The system of claim 11 , wherein flow rate data comprises a plurality of data points, each data point comprising a measured flow rate plotted in relation to a measured river stage.

13. The system of claim 11 , wherein the accurate rating curve comprises a rating curve having an R-squared value above a predetermined threshold.

14. The system of claim 11 , wherein the topographical characteristics comprise one or more of a slope of a river bed, a cross-sectional width of a river and a distance to a downstream lake or reservoir.

15. The system of claim 11 , wherein computing a test site rating curve comprises applying a curve fitting algorithm to the new dataset that comprises the sufficient flow rate data.

16. The system of claim 11 , wherein the sensor disposed at the test site comprises a radar distance sensor disposed at a fixed position above the test site.

17. A computer program product comprising a computer readable storage medium having program instructions embodied therewith the program instructions executable by a computer processor to cause the computer processor to perform a method comprising:
receiving a first dataset comprising a limited sample of flow rate data associated with a test site of a test river, wherein the limited sample of flow rate data comprises a first number of data points that is less than a threshold number of data points, the threshold number of data points are required for constructing an accurate rating curve;
determining topographical characteristics of the test site;
determining a plurality of similar tested sites, wherein a similar tested site comprises a river site having topographical characteristics that are above a threshold level of similarity to the topographical characteristics of the test site and about which a second dataset comprising flow rate data has been collected;
generating a new dataset comprising t

Assignees

• IBM

Inventors

• Liu Frank
• Yu Cheng-Wei
• Moriarty Vincent

Classifications

• E02B7/205

  Barrages controlled by the variations of the water level; automatically functioning barrages (level regulators G05D9/00; the documents are filed in this subdivision and the relevant subdivision E02B7/26 - E02B7/50) · CPC title

• Y02A10/40

  Controlling or monitoring, e.g. of flood or hurricane; Forecasting, e.g. risk assessment or mapping · CPC title

• G01F1/00

  Measuring the volume flow or mass flow of fluid or fluent solid material wherein the fluid passes through a meter in a continuous flow (measuring a proportion of the volume flow G01F5/00) · CPC title

• E02B3/00 Primary

  Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites (barrages or weirs E02B7/00); Sealings or joints for engineering works in general · CPC title

• G01F1/002

  wherein the flow is in an open channel · CPC title