Sewer line detection system

• US 4,911,012 A
• Filed: 03/18/1988
• Issued: 03/27/1990
• Est. Priority Date: 03/18/1988
• Status: Expired due to Fees

• Current Assignee: Thomas J. Ziska
• Original Assignee: Thomas J. Ziska
• Inventors: Ziska, Thomas J.
• Primary Examiner(s): Chapman, John
• Application Number:
  US07/169,859
• Time in Patent Office: 739 Days
• Field of Search: 73/584, 73/591, 73/592, 73/40.5 A, 73/596, 73/618, 73/865.8, 367/93, 367/104, 367/120
• US Class Current: 73/584
• CPC Class Codes: G01V 1/001 Acoustic presence detection

Abstract

A system for detecting the location of an underground portion of a sewer line. A vibration or sound of a predetermined frequency is introduced into an accessible (e.g., above ground) portion of the sewer line. The vibration is allowed to propagate through the sewer line and into the underground portion of the sewer line. The location of the underground portion of the sewer is identified by sensing the vibration by means of a detector located at the ground surface or in an inserted "in ground" device above the underground portion of the sewer line.

Claims

1. A method of excavation of an underground sewer line comprising the steps of introducing a vibration of a predetermined frequency into an above ground portion of the sewer line, allowing the vibration to propagate along the sewer line and into an underground length of sewer line which is substantially free of leaks, sensing the location of the underground portion of the sewer by sensing the vibration by means of detector located at the ground surface above the underground length of the sewer line which is substantially free of leaks, and excavating to the underground sewer line located thereby.

2. A method as defined in claim 1, wherein the step of introducing the vibration into the above ground portion of the sewer line comprises the step of introducing a pulsed vibration into the above ground portion of the sewer line.

3. A method as defined in claim 2, wherein the step of introducing the vibration into the above ground portion of the sewer line is effected by striking the above ground portion of the sewer line at a periodic rate.

4. A. method as defined in claim 2, wherein the step of introducing the vibration into the above ground portion of the sewer line is effected by periodically introducing a noise into the above ground portion of the sewer line.