Ejector device

• US 5,535,770 A
• Filed: 11/08/1994
• Issued: 07/16/1996
• Est. Priority Date: 11/11/1993
• Status: Expired due to Term

• Current Assignee: Evac International Oy
• Original Assignee: EVAC AB
• Inventors: Nurmi, Pekka
• Primary Examiner(s): CHAMBERS, A MICHAEL
• Application Number:
  US08/335,655
• Time in Patent Office: 616 Days
• Field of Search: 137/565, 137/566, 137/236.1, 137/895, 137/14, 4/300, 4/DIG. 9
• US Class Current: 137/14
• CPC Class Codes: E03F 1/006 Pneumatic sewage disposal systems; accessories specially adapted therefore
• CPC Class Codes: Y10S 4/09 Methods
• CPC Class Codes: Y10T 137/0396 Involving pressure control
• CPC Class Codes: Y10T 137/402 Distribution systems involving geographic features
• CPC Class Codes: Y10T 137/86083 Vacuum pump
• CPC Class Codes: Y10T 137/87643 With condition responsive valve

Abstract

A vacuum sewer system comprises a liquid-driven ejector, the working medium of which is fed to the ejector by a circulation pump from a sewage collecting container, the suction side of the ejector being connected via a check valve to a vacuum sewer network. Air and sewage delivered through the sewer network flow through the ejector into the collecting container. The bore of the discharge pipe of the ejector is substantially cylindrical throughout. Its length is 8 to 20, preferably 10 to 15, times the diameter of its bore and the pipe discharges directly into the open interior of the collecting container.

Claims

1. A method of operating a vacuum sewer system that comprises a vacuum sewer network, a sewage collecting container defining an open interior space, and an ejector having a suction inlet, a working medium inlet, and an outlet, said method comprising pumping liquid from the sewage collecting container to the working medium inlet of the ejector as working medium, so that air and sewage in the sewer network are drawn into the ejector, and discharging fluid from the ejector into the sewage collecting container through said outlet and an elongate discharge pipe that debouches into the open interior space of the sewage collecting container, the discharge pipe defining a bore that is substantially cylindrical over the length of the discharge pipe, and the length of the discharge pipe being from about 8 to about 20 times the diameter of its bore.

2. A method according to claim 1, comprising pumping liquid from the sewage collecting container to the working medium inlet of the ejector so that the pressure generated in the working medium just upstream of the ejector is at least 1.5 bar gauge.

3. A method according to claim 1, comprising pumping liquid from the sewage collecting container to the working medium inlet of the ejector so that the pressure generated in the working medium just upstream of the ejector is at least 1.9 bar gauge.

4. A method according to claim 1, comprising pumping liquid from the sewage collecting container at a rate of at least 90 m³ /h.

5. A method according to claim 1, comprising pumping liquid from the sewage collecting container at a rate of at least 100 m³ /h.

6. A vacuum sewer system comprising:

a vacuum sewer network,

a sewage collecting container defining an open interior space,

an ejector having a suction inlet, a working medium inlet, and an elongate discharge pipe that debouches into the open interior space of the sewage collecting container,

a check valve connected between the vacuum sewer network and the suction inlet of the ejector, and

a circulating pump connected between the sewage collecting container and the working medium inlet of the ejector for supplying liquid from the sewage collecting container to the ejector as working medium, so that air and sewage in the sewer network are drawn into the ejector through the check valve and are discharged into the sewage collecting container through the discharge pipe,

and wherein the discharge pipe defines a bore that is substantially cylindrical over the length of the discharge pipe and the length of the discharge pipe is from about 8 to about 20 times the diameter of the bore.

7. A vacuum sewer system according to claim 6, wherein the pressure generated in the working medium just upstream of the ejector by the circulation pump is at least 1.5 bar gauge.

8. A vacuum sewer system according to claim 6, wherein the pressure generated in the working medium just upstream of the ejector by the circulation pump is at least 1.9 bar gauge.

9. A vacuum sewer system according to claim 6, wherein the flow of working medium fed to the ejector by the circulation pump is at least 90 m³ /h.

10. A vacuum sewer system according to claim 6, wherein the flow of working medium fed to the ejector by the circulation pump is at least 100 m³ /h.

11. A vacuum sewer system according to claim 6, wherein the ejector comprises a nozzle for the working medium and the free cross-sectional area of the bore of the discharge pipe of the ejector is at least 2.2 times the cross-sectional area of the smallest aperture of the nozzle.

12. A vacuum sewer system according to claim 6, wherein the ejector comprises a nozzle for the working medium and the free cross-sectional area of the bore of the discharge pipe of the ejector is at least 2.5 times the cross-sectional area of the smallest aperture of the nozzle.

13. A vacuum sewer system according to claim 6, wherein the suction inlet of the ejector defines an axis that is at an orientation directed towards the discharge pipe of the ejector and is inclined at an angle of 45°

±

20°

to the longitudinal axis of the discharge pipe.

14. A vacuum sewer system according to claim 6, wherein the suction inlet of the ejector defines an axis that is at an orientation directed towards the discharge pipe of the ejector and is inclined at an angle of 45°

±

10°

to the longitudinal axis of the discharge pipe.

15. A vacuum sewer system according to claim 6, wherein the ejector comprises a nozzle member and the nozzle member and the discharge pipe are removably attached to other structural parts of the ejector so as to be interchangeable with other parts for changing the pumping characteristics of the ejector.

16. A vacuum sewer system according to claim 6, wherein the power of the circulation pump is so chosen relative to the required working medium flow of the ejector, that even when the ejector is operating as a vacuum generator, it is capable of pumping a part of the contents of the collection container to a height that is at least 10 m above the level of the pump.

17. A vacuum sewer system according to claim 6, wherein the power of the circulation pump is so chosen relative to the required working medium flow of the ejector, that even when the ejector is operating as a vacuum generator, it is capable of pumping a part of the contents of the collection container to a height that is at least 15 m above the level of the pump.

18. A vacuum sewer system according to claim 6, wherein the clearance between the outlet end of the discharge pipe of the ejector and the closest obstruction in front thereof is at least 0.5 m.

19. A vacuum sewer system according to claim 6, wherein the clearance between the outlet end of the discharge pipe of the ejector and the closest obstruction in front thereof is at least 1.0 m.

20. A vacuum sewer system according to claim 6, wherein upstream of the circulation pump there is a grinding device that grinds up sewage flowing into the circulation pump.

21. A vacuum sewer system according to claim 6, wherein the ejector has an openable inspection cover to facilitate access to the interior of the ejector.