Infiltration-inflow sewer line analyzer

• US 4,070,563 A
• Filed: 08/08/1975
• Issued: 01/24/1978
• Est. Priority Date: 08/08/1975
• Status: Expired due to Term

• Current Assignee: Condor Systems, Inc. (ITT, Inc.)
• Original Assignee: Peter D. Petroff
• Inventors: Petroff, Peter D.
• Primary Examiner(s): Wise, Edward J.
• Application Number:
  US05/602,974
• Time in Patent Office: 900 Days
• Field of Search: 235/151.34, 444/1, 340/172.5, 73/195, 73/299
• US Class Current: 702/47
• CPC Class Codes: G01F 1/00 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 Class Codes: G01F 1/34 by measuring pressure or differential pressure

Abstract

A method and means of determining inflow (undesired pipe drains to a sewer) and infiltration (sewer pipe leakage) into sewer lines by a coordinate measurement of pressure in sewer pipes at several locations, particularly measuring flow during rainfall and for a discrete period thereafter and comparing the results with dry periods.

Claims

1. A system of measurement flow gains between ends of a sewer pipe comprising:

A. a pair of monitoring assemblies, one being positioned at each end of said pipe, and wherein each monitoring assembly comprises;

pressure sensing means for sensing liquid pressure,

mounting means for mounting and positioning a said pressure sensing means at a selected level within an end region of said sewer pipe, and

sampling and recording means for periodically and synchronously, as between monitoring assemblies, and responsive to said pressure sensing means, sampling and recording pressure values over a selected period of time;

B. conversion means responsive to selected said recorded values for converting said values into liquid flow rates;

C. computation means responsive to said conversion means and dry and rainy day samples of values from each of said monitoring assemblies for (1) determining the difference between like timed dry and rainy day flows at a first end of said pipe, (2) determining the difference between like timed dry and rainy day flows at an opposite end of said pipe, and (3) determining differences in said difference flows contained in (1) and (2) of this paragraph; and

D. control means for selectively fetching samples from said memory and placing same in said conversion means whereby readings and computations may be made at selected times and thereby measurements made during rainfalls which are representative of inflow into said pipe and measurements made following rainfalls are representative of infiltration into a said pipe.

2. A measurement system as set forth in claim 1 wherein:

a first manhole cavity is connected to and extends upward from one end, a flow entrance end, of said pipe;

a second manhole cavity is connected to and extends upward from an opposite and flow exit end of said pipe;

said conversion means comprises;

first pressure-to-flow conversion means responsive to a pressure value from an exit end of said sewer pipe, radius of said pipe, and slope of said pipe for determining a first flow value,

second flow conversion means responsive to pressure values at both ends of said pipe, level distance between ends of said pipe, and cross-sectional area of said pipe for providing a second flow value, and

selection control means responsive to the diameter of said pipe and liquid pressure at an exit end of said pipe for providing a first control output when said pipe is full and a second control output when it is not; and

switching means receiving said first and second flow values and comprising means responsive to said first control output for supplying said first value to said computation means and responsive to said second control output for supplying said second flow value to said computation means.