Flow analyzer

• US 4,407,158 A
• Filed: 08/13/1982
• Issued: 10/04/1983
• Est. Priority Date: 12/17/1979
• Status: Expired due to Fees

• Current Assignee: Peter D. Petroff
• Original Assignee: Peter D. Petroff
• Inventors: Petroff, Peter D.
• Primary Examiner(s): WOODIEL, DONALD
• Application Number:
  US06/407,996
• Time in Patent Office: 417 Days
• Field of Search: 73/196, 73/290 R, 73/302, 73/299, 73/40.5 R, 73/195, 73/301, 73/215
• US Class Current: 73/196
• CPC Class Codes: G01F 1/363 with electrical or electro-mechanical indication G01F1/37 and G01F1/38 take precedence
• CPC Class Codes: G01M 3/2815 using pressure measurements

Abstract

A sewer flow measurement method and system for determining flow conditions of a sewer line system wherein separately located monitors make and record precisely synchronized and time identifiable pressure measurements, utilizing pressure-to-signal transducers positioned on the bottom of pipes where they exit into manholes. A cassette recorder records the different pressure related signals from the monitors together with a discrete identification signal from each monitor. The outputs of the recorder are then fed to a pressure-to-flow computer which provides location identified, time-synchronized, flow data for the system.

Claims

1. The method of identification of, and measurement of magnitude and location of, inflow and infiltration into a first sewer pipeline having an entrance end connected to, and receiving flow from, a first manhole, and said first sewer pipeline having an exit end connected to a second manhole, and wherein there is a second sewer pipeline having an exit pipe supplying flow to said first manhole comprising:

(A) placing liquid height measurement transducers into the exit end regions of sad first and second pipelines;

(B) responsive to a said transducer in the end region of a said second pipeline, making a series of spaced-in-time, time identifiable measurements of the magnitude of flow out of said second pipeline into said first manhole for a series of discrete times during an average dry, no rainfall, period of a day;

(C) responsive to a said transducer in the end region of said second pipeline, making a like time related series of flow measurements out of said second pipeline for a like period of a day during which rainfall occurs, including measurements from the time that a rainfall commences, and extending for a period beyond the end of the rainfall;

(D) responsive to a said transducer in the end region of said first pipeline, making a like timed and time identifiable series of magnitude of flow measurements out of said first pipeline into said second manhole for an average dry day;

(E) responsive to a said transducer in the end region of said first pipeline, making a like timed and time identifiable series of magnitude of flow measurements out of said first pipeline into said second manhole for the period of measurement defined in paragraph (C);

(F) combining the values of like timed flow measurements obtained as per paragraphs (B), (C), (D) and (E), wherein combined wet day flow measurement values bear opposite signs, combined dry day flow measurement values bear opposite signs, and the signs of wet and dry day measurements for one of said pipelines are of opposite signs, whereby a combination value for a rain period measurement is representative of "inflow" into said first sewer pipeline, and a combination value for a period following a rainfall is representative of "infiltration" into said first pipeline; and

(G) said liquid height transducer being positioned within the exit end region of each said pipeline at a point from the exit end of that pipeline equal to at least 0.8 times the interior diameter of a said pipeline, and the region between the point of measurement and exit end of the pipeline in which said height is being measured is unobstructed by a weir, and wherein each said liquid height measurement transducer comprises a pressure transducer providing a signal output proportional to liquid height, and it is placed adjacent to the bottom of said exit end region of a said pipeline.

2. The method as set forth in claim 1 further comprising:

converting each said height signal into digitally encoded, time identifiable, liquid height representative signals;

separately, for each liquid height measurement transducer, storing a set of said digitally encoded, time identifiable signals; and

transferring said separately stored signals to a common storage memory from which flow values are determined as per paragraphs (B), (C), (D) and (E).

3. The method as set forth in claim 2 further comprising the step of applying an identifying monitoring source identification number to said common storage memory for each said set of signals.

4. The method as set forth in claim 1 wherein said series of measurements are spaced in time by 15 minutes.

5. The method as set forth in claim 4 further comprising:

converting each said height signal into digitally encoded, time identifiable, liquid height representative signals;

separately, for each liquid height measurement transducer, storing a set of said digitally encoded, time identifiable signals; and

transferring said separately stored signals to a common storage memory from which flow values are determined as per paragraphs (B), (C), (D) and (E).

6. The method as set forth in claim 5 further comprising the step of applying an identifying monitoring source identification number to said common storage memory for each said set of signals.