US1964033A - Underground pumping system - Google Patents

Underground pumping system Download PDF

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US1964033A
US1964033A US558274A US55827431A US1964033A US 1964033 A US1964033 A US 1964033A US 558274 A US558274 A US 558274A US 55827431 A US55827431 A US 55827431A US 1964033 A US1964033 A US 1964033A
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pump
chamber
housing
sump
suction
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US558274A
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Robert V Cook
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Fairbanks Morse and Co
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Fairbanks Morse and Co
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F04POSITIVE - DISPLACEMENT MACHINES FOR LIQUIDS; PUMPS FOR LIQUIDS OR ELASTIC FLUIDS
    • F04DNON-POSITIVE-DISPLACEMENT PUMPS
    • F04D9/00Priming; Preventing vapour lock
    • F04D9/004Priming of not self-priming pumps
    • F04D9/005Priming of not self-priming pumps by adducting or recycling liquid

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  • This invention relates to improvements in underground pumping systems, and more particularly to an improved combination of pumping apparatus for automatic underground pumping 5 installations.
  • an underground pumping station in which is located a centrifugal pump, together with automatic fluid pressure actuated switch suitably connected to prime l5 movers by which the pumps are actuated, in order to lift the sewage from the sump to the municipal sewer mains.
  • the pumps, prime movers, pump control means, and primer device are all disposed within a fluid-tight compartment.
  • the compartment may bev disposed relatively close to the ground level, due to the fact that an automatic pump primer or flooding device is incorporated within the station.
  • An object of the present invention is to provide, in connection with a clstern or sump, such as is employed in connection with sewage disposal systems, an underground casing or husing con.
  • centrifugal pumps which pumps are in I communication with the sump, and provision being made within .the casing for automatically keeping the pumps primed and ready for service at any timel in the absence of an attendant.
  • a still further object is to provide in connection with an underground station or housing, a builtin priming device which is constructed as a part of the housing, and which is of such location and relation with respect to the pumps in the housing that the pumps will always be kept in prime, irrespective of the relative depths, or vertical disposition of the pumping 'station proper and the sump or system by which the pumpsare supplied.
  • Fig. 1 is a vertical sectional elevation of a preferred form of shallow pit underground sewage station, to which the present improvements are applied; and Fig. 2 is a sectional elevation taken along line 2-2 in Fig. 1.
  • a sump or cistern l0 appears at the right of Fig. l, it being understood that the sump serves as a central receiver for sewage discharge, for example, from local sewer mains, the sewage or other liquid being directed into the sump through conduits 11.
  • This sump may be of any suitable water-tight construction, and may be extended vertically downward from the ground level to any desired depth. It will, of course, be understood that a portion of the sump is usually disposed below theflow-off level of the sewer mains.
  • a vertical suction or riser conduit 12 Disposed within the sump is a. vertical suction or riser conduit 12, which is connected to a suitable length of suction piping 13, which is connected to an underground housing or casing 14.
  • This housing is disposed, preferably, underground and is substantially of fluid-tight construction, being constructed of steel plates, or the like.
  • the housing 14 constituting the enclosure for the station as a whole is provided with an upwardly projecting tubular or manhole portion 15, terminating preferably'at the ground level, and provided'with a suitable cover or closure.
  • This housing is provided with an enlarged portion 16 which is disposed substantially close to the ground level, the depth below the ground level being controlled by the uid connection to the housing which necessarily must be disposed beneath the frost line 17.
  • the housing as a whole is positioned at a fixed depth below the ground level and is, by preference, supported upon a, plurality of structural steel members, such as I-beams 18 which are interconnected at their ends by cross or brace members 19. It will be-readily seen that these members serve as ground anchors to prevent any tendency for the station to be displaced upwardly.
  • the housing forming the enclosure for the station is of circular form, being economically constructed in this shape. It may, however, be of any suitable or polygonal form and proportioned other than as shown ac- ⁇ cording to the' present example.
  • the underground station 14 is by preference provided with an imperforate oor portion 20 upon which is supported a valveless or centrifugal pump 21, the suction side of this pump being connected to a pipe or conduit 22. It will, of course, be understood that the suction side of the pump 21 is disposed substantially above the level of fluid in the sump 10.
  • a concentric suction chamber 23 is built into the underground station 14, and is supported, preferably, upon the floor 20 of the station.
  • This chamber may be formed integrally with the side walls of the housing 14, or may be formed so as to encircle the outer wall of the housing, in the latter case the chamber would be supported upon the beams 18. It will be seen that in either construction, the outer wall of the station forms a side wall of the chamber. y
  • the suction side of the pump is, preferably, connected by means of the pipe 22 into the lower portion of the suction chamber 23.
  • the suction line from the sump constituted by the pipes 12 and 13 is connected to the chamber 23 near the upper end thereof.
  • a pressure chamber 24 is disposed transversely of the station and the suction chamber 23 and is, by preference, built into the casing. This chamber is provided with inlet and discharge openings 25 and 26, respectively.
  • the chamber 24 is formed of substantially huid-tight construction. 'I'he discharge side of the pump 21 is connected to the inlet opening 25 of the pressure chamber 24, the inlet opening being disposed substantially at the lowest point of the chamber.
  • a discharge conduit 27 is connected to the discharge opening 26 of the pressure chamber, the disharge opening being disposed substantially at the highest point of the chamber.
  • a suitable float arrangement in the sump will actuate a suitable Mercoid switch 28, or the equivalent, to energize a prime mover 29 such as an electric motor, which is operatively connected to the pump.
  • a prime mover 29 such as an electric motor
  • the suction pipes 12 and 13, the pressure chamber 24, and the discharge pipe 27 are empty, but the suction chamber 23 is filled with liquid to substantially the level of the suction pipe 13, and therefore the pump is completely flooded.
  • the pump is started, the liquid is drawn from the suction chamber 23 and is forced by the pump into the pressure chamber.
  • the withdrawal of liquid from the chamber 23 necessarily reduces the pressure within the chamber.
  • This reduction in pressure in the suction chamber is sufcient to draw liquid up through the suction pipings 12 and 13, and replace that which has been removed by the pump, thus maintaining the liquid in the suction chamber constant.
  • the switch When the sewage in the sump reaches a predetermined low level, the switch operates to break the power circuit to stop the prime mover.
  • pressure chamber 24 and pump 2l are substantially flooded with liquid.
  • An air valve 30 provided in the discharge line 27 permits the liquid in the pressure chamber 24 to return, by gravity, through the pump to the suction chamber to a height substantially level with the suction pipe 13, while the water in the suction line drops back into the sump, and the pump is in flooded or primed condition for subsequent voperation.
  • the chamber 23 may be formed either interiorly or externally of the housing. It is preferred to provide a check valve 31 somewhere along the ,discharge line 27 beyond the air valve 30, to prevent iluid that has passed the valve from draining back into the pressure chamber, during the pump priming operation.
  • the pressure chamber 24 may be entirely eliminated from the present arrangement, in which case the check valve 31 and air vent 30 may then be disposed in the discharge line at some distance from the station. With such an arrangement the discharge line 27 would be directly connected to the pump discharge.' The fluid ln the discharge pipe between the check Valve and the pump is suilcient to refill the suction chamber for priming action.
  • the station or housing 14 may be made shallower than an underground station with a pressure chamber and the station may, therefore, be disposed closer to the ground level, for it will be readily seen that the top of the suction chamber may be disposed just below the frost line 17.
  • suction chamber 23 which completely surrounds the centrifugal pumps affords the possibility of connecting the suction sides of several pumps to the same chamber. Since by correctly proportioning the diameter and height of this chamber, it is possible to insure sufhcient suction capacity in this chamber to take care of a plurality of pumps. It will, of course, be apparent that when ,employing a pressure chamber, such as 24, it must necessarily be disposed above the suction chamber 23.
  • a sewage receiving sump disposed substantially concentrically with respect to said housing, extended along the inner periphery of the housing, and formedas a structural unit therewith, a conduit' connecting said chamber and sump, a centrifugal pump and pump-operating means within said housing and inside the vertical partition, a pressure chamber disposed transversely within said housing and overlying portions of said suction chamber, pump and operating means, a dis, charge conduit connecting said pressure chamber and the discharge side of said pump, the pressure chamber constituting a distinct enlargement or reservoir in the discharge line or conduit, and a conduit from the lower portion of said suction'chamber, to the pump intake.
  • an underground housing a sewage receiving sump, an annular chamber for a pump priming fluid, carried by said housing, a conduitextending from saidsump to said chamberl a pump and pump-operating means in said housing, the inlet side of said pump being connected to said priming chamber, a pressure chamber mounted transversely within said housing, and ⁇ above the pumping mechanism and priming chamber, a conduit extending from the discharge side of saidpump to said pressure chamber, a discharge conduit extending from said pressure chamber, said pump and connections adapted to permit liquid in said pressure chamber and portions of the discharge line to flow back through said pump and into said annular priming chamber, when said pump isinoperative.
  • an underground housing of cylindrical form a sump separate from said housing, a partition in the housing, forming therewith a priming iiuid or suction chamber disposed concentrically with respect to said housing, a conduit vconnecting said sump and chamber, a pump and pump-operating means within said housing, a tubular structuredisposed transversely of the housing, and forming with the housing wall a pressure chamber within said housing, said pressure chamber being disposed substantially above said suction chamber, a conduit connecting the lower portion of said pressure chamber to the discharge side of said pump, and a connection from the inlet of the pump to said suction chamber, coacting with said conduit, for permitting liquid to return to said suction chamber when said pump is stopped.
  • a pumping organization for use with a separate supply sump, including a substantially uid tight housing of cylindrical form, partitions within the lower portion of said housing, secured to the walls thereof, to form a closed annular priming chamber, a conduit from the upper portion Aof said priming chamber, to the lower portion of said sump, the housing being disposed substantially above the normal level of liquid in said sump, a centrifugal pump' and a prime mover connected therewith, disposed within the housing priming chamber, a connection from the lower portion of said priming chamber to the intake of said pump, an elongated tank disposed crosswise, within the housing, and having its ends closedby the wall of said housing, said tank constituting a pressure chamber above the priming chamber and overlying portions ofthe pump and prime mover, a connection from the pump discharge to the lower portion of said pressure tank, and a discharge connection from the upper portion of said pressure tank to a point without said housing, a control device located in the sump, and control connections from said device

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Sustainable Development (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structures Of Non-Positive Displacement Pumps (AREA)

Description

June 26, 1934.
R. v. COOK UNDERGROUND PUMPING sYsTEM inventor Patented June 26, 1934 UNDERGROUND PUMPIN G SYSTEM Robert V. Cook, Chicago, Ill., assignor to Fairbanks, Morse & Company, Chicago, lll., a corporation of Illinois Application August 20, 1931, Serial No. 558,274
4 Claims.
This invention relates to improvements in underground pumping systems, and more particularly to an improved combination of pumping apparatus for automatic underground pumping 5 installations.
In certain localities, due to geographical conditions, it is necessary, as is known in the art, to make provision for a periodic removal of sewage or other liquid from sumps, cisterns, or basins i@ into which the sewage accumulates. To this end there is customarily provided an underground pumping station in which is located a centrifugal pump, together with automatic fluid pressure actuated switch suitably connected to prime l5 movers by which the pumps are actuated, in order to lift the sewage from the sump to the municipal sewer mains.
Heretofore the greater number of pumping installations of this type have necessarily been located below the level of the sewage or other liquid, in the basins or cisterns supplying such pumps, in which case the column of liquid in the sump will keep the pump flooded, due to the fact that the pump intake is disposed below the level of the liquid in the sump. In other installations the pumping station has been built over the sump, and the centrifugal pumps have been submerged in the liquid in the sump, and therefore would be primed or flooded by the surrounding liquid. An obvious disadvantage is at once noted in the latter type of installation, in that a pump that is submerged at all time is inaccessible in case repairs are necessary, and further, a comparatively long Vvertical driving shaft from the pump to the prime mover must be provided.
In the present arrangement, the pumps, prime movers, pump control means, and primer device, are all disposed within a fluid-tight compartment. The compartment may bev disposed relatively close to the ground level, due to the fact that an automatic pump primer or flooding device is incorporated within the station.
An object of the present invention is to provide, in connection with a clstern or sump, such as is employed in connection with sewage disposal systems, an underground casing or husing con.
taining centrifugal pumps, which pumps are in I communication with the sump, and provision being made within .the casing for automatically keeping the pumps primed and ready for service at any timel in the absence of an attendant.
-A further object of the invention is attained in the provision of a built-in device in connection with an underground sewage disposal station, for
(Cl. 10S-113) automatically keeping one or more pumps primed and ready for service at all times.
A still further object is to provide in connection with an underground station or housing, a builtin priming device which is constructed as a part of the housing, and which is of such location and relation with respect to the pumps in the housing that the pumps will always be kept in prime, irrespective of the relative depths, or vertical disposition of the pumping 'station proper and the sump or system by which the pumpsare supplied.
Further objects and advantages will appear from the following detailed description of parts and the accompanying drawing, in which: Fig. 1 is a vertical sectional elevation of a preferred form of shallow pit underground sewage station, to which the present improvements are applied; and Fig. 2 is a sectional elevation taken along line 2-2 in Fig. 1.
Referring by numerals to the drawing, a sump or cistern l0 appears at the right of Fig. l, it being understood that the sump serves as a central receiver for sewage discharge, for example, from local sewer mains, the sewage or other liquid being directed into the sump through conduits 11. This sump may be of any suitable water-tight construction, and may be extended vertically downward from the ground level to any desired depth. It will, of course, be understood that a portion of the sump is usually disposed below theflow-off level of the sewer mains. Disposed within the sump is a. vertical suction or riser conduit 12, which is connected to a suitable length of suction piping 13, which is connected to an underground housing or casing 14. This housing is disposed, preferably, underground and is substantially of fluid-tight construction, being constructed of steel plates, or the like. The housing 14 constituting the enclosure for the station as a whole, is provided with an upwardly projecting tubular or manhole portion 15, terminating preferably'at the ground level, and provided'with a suitable cover or closure.A This housing is provided with an enlarged portion 16 which is disposed substantially close to the ground level, the depth below the ground level being controlled by the uid connection to the housing which necessarily must be disposed beneath the frost line 17. The housing as a whole is positioned at a fixed depth below the ground level and is, by preference, supported upon a, plurality of structural steel members, such as I-beams 18 which are interconnected at their ends by cross or brace members 19. It will be-readily seen that these members serve as ground anchors to prevent any tendency for the station to be displaced upwardly.
In the example shown the housing forming the enclosure for the station is of circular form, being economically constructed in this shape. It may, however, be of any suitable or polygonal form and proportioned other than as shown ac- `cording to the' present example. The underground station 14 is by preference provided with an imperforate oor portion 20 upon which is supported a valveless or centrifugal pump 21, the suction side of this pump being connected to a pipe or conduit 22. It will, of course, be understood that the suction side of the pump 21 is disposed substantially above the level of fluid in the sump 10. A concentric suction chamber 23 is built into the underground station 14, and is supported, preferably, upon the floor 20 of the station. This chamber may be formed integrally with the side walls of the housing 14, or may be formed so as to encircle the outer wall of the housing, in the latter case the chamber would be supported upon the beams 18. It will be seen that in either construction, the outer wall of the station forms a side wall of the chamber. y The suction side of the pump is, preferably, connected by means of the pipe 22 into the lower portion of the suction chamber 23. The suction line from the sump constituted by the pipes 12 and 13 is connected to the chamber 23 near the upper end thereof. A pressure chamber 24 is disposed transversely of the station and the suction chamber 23 and is, by preference, built into the casing. This chamber is provided with inlet and discharge openings 25 and 26, respectively. The chamber 24 is formed of substantially huid-tight construction. 'I'he discharge side of the pump 21 is connected to the inlet opening 25 of the pressure chamber 24, the inlet opening being disposed substantially at the lowest point of the chamber. A discharge conduit 27 is connected to the discharge opening 26 of the pressure chamber, the disharge opening being disposed substantially at the highest point of the chamber.
The operation of the pumping station will be apparent by reference to Fig. 1, from which it will appear that when the uid in the sump 10 reaches a predetermined level, a suitable float arrangement in the sump will actuate a suitable Mercoid switch 28, or the equivalent, to energize a prime mover 29 such as an electric motor, which is operatively connected to the pump. It will be readily understood that a valveless or centrifugal pump must be ooded or primed with liquid during pump starting period. Therefore, it is essential in shallow pit underground pumping stations to provide some suitable form of automatic priming apparatus. In the present arrangement when the pump is not operating, the suction pipes 12 and 13, the pressure chamber 24, and the discharge pipe 27 are empty, but the suction chamber 23 is filled with liquid to substantially the level of the suction pipe 13, and therefore the pump is completely flooded. When the pump is started, the liquid is drawn from the suction chamber 23 and is forced by the pump into the pressure chamber. The withdrawal of liquid from the chamber 23 necessarily reduces the pressure within the chamber. This reduction in pressure in the suction chamber is sufcient to draw liquid up through the suction pipings 12 and 13, and replace that which has been removed by the pump, thus maintaining the liquid in the suction chamber constant. With continued pumping operation the liquid 1111s the pressure chambers 24 and is discharged through the discharge pipe 27.
When the sewage in the sump reaches a predetermined low level, the switch operates to break the power circuit to stop the prime mover. At thls time the discharge pipe 27, pressure chamber 24 and pump 2l are substantially flooded with liquid. An air valve 30 provided in the discharge line 27 permits the liquid in the pressure chamber 24 to return, by gravity, through the pump to the suction chamber to a height substantially level with the suction pipe 13, while the water in the suction line drops back into the sump, and the pump is in flooded or primed condition for subsequent voperation.
It will be apparent that the capacity afforded by the concentric construction of the chamber 2,3 permits a shallower construction of the station housing, which thereby results in a saving in the pit excavation. The chamber 23 may be formed either interiorly or externally of the housing. It is preferred to provide a check valve 31 somewhere along the ,discharge line 27 beyond the air valve 30, to prevent iluid that has passed the valve from draining back into the pressure chamber, during the pump priming operation.
It will be readily understood that in certain instances the pressure chamber 24 may be entirely eliminated from the present arrangement, in which case the check valve 31 and air vent 30 may then be disposed in the discharge line at some distance from the station. With such an arrangement the discharge line 27 would be directly connected to the pump discharge.' The fluid ln the discharge pipe between the check Valve and the pump is suilcient to refill the suction chamber for priming action. By this arrangement the station or housing 14 may be made shallower than an underground station with a pressure chamber and the station may, therefore, be disposed closer to the ground level, for it will be readily seen that the top of the suction chamber may be disposed just below the frost line 17.
It will be readily understood that the present improvements result in the provision of an inexpensive automatic pumping station, in that such an assembly or unit may be placed in a much shallower pit, than isI required for installations wherein the pumps are ooded, by gravity flow, directly from the sump. By combining the improved automatic primer of the present arrangement with an underground fluid-tight compartment, there is eliminated the necessity of keeping the pump intake below the level of the sewage in the sump. 'Ihe comparative shallow underground pumping station is readily accessible at all times, for the purpose of repair, cleaning, or the like. It will be readily seen that theA station serves as a`support common to all the apparatus housed therein, and that all of the pipe connections to the various devices are short and therefore, inexpensive. With the present arrangement of pumps, prime movers, control means and primers within a housing, a neat and compact arrangement of equipment is provided.
It will be readily understood that the concentric arrangement of the suction chamber 23, which completely surrounds the centrifugal pumps affords the possibility of connecting the suction sides of several pumps to the same chamber. Since by correctly proportioning the diameter and height of this chamber, it is possible to insure sufhcient suction capacity in this chamber to take care of a plurality of pumps. It will, of course, be apparent that when ,employing a pressure chamber, such as 24, it must necessarily be disposed above the suction chamber 23.
For convenience of illustration and description, and as illustrating the vpractical application of the invention, it has been described by reference to a sewage disposal system. It will, however, be understood that the present arrangement is applicable toautomatic pumping installations, generally, and that substantial changes may be made in the described arrangement and construction of parts Without departing from the spirit and full intended scope'of the invention.
I' claim as my invention:
1. In combination with an underground tank constituting a housing for use with sewage disposal systems, a sewage receiving sump, a vertical partition within the tank, coacting with the tank walls and provided with closure elements to forma suction chamber disposed substantially concentrically with respect to said housing, extended along the inner periphery of the housing, and formedas a structural unit therewith, a conduit' connecting said chamber and sump, a centrifugal pump and pump-operating means within said housing and inside the vertical partition, a pressure chamber disposed transversely within said housing and overlying portions of said suction chamber, pump and operating means, a dis, charge conduit connecting said pressure chamber and the discharge side of said pump, the pressure chamber constituting a distinct enlargement or reservoir in the discharge line or conduit, and a conduit from the lower portion of said suction'chamber, to the pump intake.
2. In combination with an underground sewage pumping station, an underground housing, a sewage receiving sump, an annular chamber for a pump priming fluid, carried by said housing, a conduitextending from saidsump to said chamberl a pump and pump-operating means in said housing, the inlet side of said pump being connected to said priming chamber, a pressure chamber mounted transversely within said housing, and` above the pumping mechanism and priming chamber, a conduit extending from the discharge side of saidpump to said pressure chamber, a discharge conduit extending from said pressure chamber, said pump and connections adapted to permit liquid in said pressure chamber and portions of the discharge line to flow back through said pump and into said annular priming chamber, when said pump isinoperative.
3. In an automatic sewage disposal system, the combination of an underground housing of cylindrical form, a sump separate from said housing, a partition in the housing, forming therewith a priming iiuid or suction chamber disposed concentrically with respect to said housing, a conduit vconnecting said sump and chamber, a pump and pump-operating means within said housing, a tubular structuredisposed transversely of the housing, and forming with the housing wall a pressure chamber within said housing, said pressure chamber being disposed substantially above said suction chamber, a conduit connecting the lower portion of said pressure chamber to the discharge side of said pump, and a connection from the inlet of the pump to said suction chamber, coacting with said conduit, for permitting liquid to return to said suction chamber when said pump is stopped.
4. As a structural unit, a pumping organization for use with a separate supply sump, including a substantially uid tight housing of cylindrical form, partitions within the lower portion of said housing, secured to the walls thereof, to form a closed annular priming chamber, a conduit from the upper portion Aof said priming chamber, to the lower portion of said sump, the housing being disposed substantially above the normal level of liquid in said sump, a centrifugal pump' and a prime mover connected therewith, disposed within the housing priming chamber, a connection from the lower portion of said priming chamber to the intake of said pump, an elongated tank disposed crosswise, within the housing, and having its ends closedby the wall of said housing, said tank constituting a pressure chamber above the priming chamber and overlying portions ofthe pump and prime mover, a connection from the pump discharge to the lower portion of said pressure tank, and a discharge connection from the upper portion of said pressure tank to a point without said housing, a control device located in the sump, and control connections from said device, to said prime mover.
ROBERT V. COOK.
and surrounded by the annular
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2376310A1 (en) * 1976-12-28 1978-07-28 Norsk Hydro As LIQUID METAL TRANSFER PROCESS
US4348158A (en) * 1980-07-07 1982-09-07 Smith & Loveless, Inc. Sewage pumping station

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2376310A1 (en) * 1976-12-28 1978-07-28 Norsk Hydro As LIQUID METAL TRANSFER PROCESS
US4348158A (en) * 1980-07-07 1982-09-07 Smith & Loveless, Inc. Sewage pumping station

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