Elimination of overflow of sewer systems

• US 4,150,683 A
• Filed: 08/22/1977
• Issued: 04/24/1979
• Est. Priority Date: 08/22/1977
• Status: Expired due to Term

• Current Assignee: Wilbur Simon
• Original Assignee: Wilbur Simon
• Inventors: Simon, Wilbur
• Primary Examiner(s): Cohan, Alan
• Application Number:
  US05/826,765
• Time in Patent Office: 610 Days
• Field of Search: 137/1, 137/2, 137/236, 137/363, 61/10, 61/11
• US Class Current: 137/1
• CPC Class Codes: E03F 3/00 Sewer pipe-line systems
• CPC Class Codes: E03F 5/042 Arrangements of means against overflow of water, backing-up from the drain
• CPC Class Codes: Y10T 137/0318 Processes
• CPC Class Codes: Y10T 137/402 Distribution systems involving geographic features

Abstract

A system for the elimination of overflow and back-up of sewers. A technique is provided for controlling flow of surface water in a combined sewer system, separate storm sewer, or the like, by regulating water flow into the system lateral lines from individual catch basins. In addition, apparatus is taught for practicing such technique.

Claims

1. A process for preventing overflow and sewage back-up by surface water in a combined sewer system having a plurality of catch basins comprising the steps of:

(A) assigning a maximum surface water flow rate from each catch basin in such combined sewer system, and

(B) adjusting the effective maximum flow rate of surface water through each catch basin to a value which is not greater than said assigned maximum surface water flow rate for the individual catch basin.

2. A process for preventing overflow and sewage back-up by surface water in a combined sewer system having an interceptor pipe to which a plurality of catch basins are functionally connected by intermediate sewer lines comprising the steps of:

(A) determining the maximum liquid flow capacity of such interceptor pipe in terms of flow rate per preselected unit of time,

(B) determining the maximum dry flow rate of sewage through such interceptor pipe in terms of flow rate per said predetermined time unit,

(C) subtracting from said maximum liquid flow capacity said maximum dry sewage flow rate to determine the maximum surface water flow rate possible through said trunk line,

(D) estimating the maximum surface water rate of flow per said preselected unit of time which can be discharged through each such catch basin of such combined sewer system and still achieve a summation value for the total surface water flow rate from all such catch basins which is slightly less than said maximum surface water flow rate for said interceptor pipe, and

(E) adjusting the effective maximum flow rate of surface water through each catch basin to a value which is not greater than said estimated maximum surface water flow rate for each such system catch basin.

3. The process of claim 2 wherein said estimating is accomplished by dividing the capacity of the interceptor pipe by the number of catch basins which constitute surface water thereto.

4. The process of claim 2 wherein a pump is installed in each catch basin whose drainage is impaired.

5. A process for controlling the flow of surface water through an interceptor of a combined sewer system which has a plurality of individual catch basins functionally associated therewith and adapted to receive thereinto surface water, said process comprising the steps of

(A) providing each member of a predetermined class of catch basin in such plurality of catch basins with variable regulator means for regulating the maximum flow rate of surface water therethrough which regulator means are operable from a common general location that is relatively remotedly located with respect thereto,

(B) providing each said member of said predetermined class with sensing means for sensing representatively the flow rate at which surface water moves therethrough which sensing means are sensible at said common remote location,

(C) varying said variable regulator means to control the maximum flow rate of surface water passing through their respective associated said members of said predetermined class responsively to the flow rates of surface sensed by said sensing means thereby to maintain said flow rates below predetermined maximum values.

6. The process of claim 5 wherein the total accumulated maximum flow rate surface water from the sum of the individual flow rates of surface water of the members of said predetermined class of catch basin is determined and is maintined by said varying at a value which is below a predetermined maximum surface water flow rate in said trunk line.

7. The process of claim 5 wherein said process is automatically conducted.

8. The process of claim 6 wherein said process is automatically conducted.

9. Apparatus for controlling the flow of surface water through interceptor of a combined sewer system which has a plurality of individual catch basin submits functionally associated therewith and adapted to receive thereinto surface water, said apparatus comprising:

(A) variable regulator means for regulating the maximum flow rate of surface water through each member of a predetermined class of catch basin subunits in such plurality of catch basin subunits,

(B) sensing means for sensing the flow rate at which surface water moves through each member of said predetermined class, including means for generating an instantaneous signal representative of such flow rate, and first conveying means for conveying said signal to a location remote relative to said sensing means, and

(C) operating means for operating each one of said variable regulator means for said remote location and second conveying means interconnecting said operating means with each of said variable regular means.

10. The apparatus of claim 9 further including control means for receiving said signals from said first conveying means, for comparing said signals to a reference signal representative of a predetermined maximum flow rate through each respective one of said predetermined class members, for generating an output signal representative of any difference between said signal and said reference signal, and for conveying said output signal to said operating means, said operating means being responsive to said output signal, said output signal thus operating said operating means for said variable regulator means.

11. The apparatus of claim 9 further including accumulation means for adding together the respective signals received from individual ones of said sensing means and for generating an addition signal representative thereof, first control means for receiving said addition signal, for comparing said addition signal to a reference signal representative of a predetermined maximum flow rate through interceptor and for generating a difference signal representative of any difference between said addition signal and said reference signal and second control means for receiving said difference signal, for generating a plurality of operating signals representative thereof, there being one such operating signal for each respective one of said operating means, for delivering said operating signals to said operating means, said operating signals only being generated by said second control means when said difference signal exceeds the value of said reference signal.

12. A process for preventing overflow and sewage back-up by surface water in a combined sewer system having an interceptor pipe to which a plurality of catch basins are functionally connected by intermediate sewer lines comprising the steps of:

(A) disconnecting all downspouts, sump pumps, and foot drains from the sewer lines.

(B) determining from existing operating data the capacity flow rate of the interceptor sewer and subtracting from such capacity flow rate 10 % of the flow rate capacity for surface water from catch basins to allow for seepage and pick holes in manhole covers,

(C) dividing the flow rate capacity for surface water from catch basins by the number of catch basins contributing surface water to said interceptor sewer,

(D) calculating a reduced size pipe to be installed in all catch basins in order to attain a desired flow rate from each catch basin,

(E) installing such reduced size pipe functionally in each catch basin,

(F) checking all catch basins after a rainstorm heavy enough to cause overflow and determining which areas that drain through particular catch basins of any have street flooding problems attributable to such reduced size pipe installed in those particular catch basins and installing pumps in these catch basins having capacities calculated to relieve such localized area overlows, such pumps being protected against plugging,

(G) checking such localized previously determined overflow areas to determine whether said interceptor sewer is operating at such capacity flow rate,

(H) if some flooding still occurs, installing calibrated valves in selected catch basins which have no localized area overflow problem and reducing the flow from these catch basins until overflow stops at such previously determined overflow areas, and

(I) if the combined sewer system has any surface water drains which empty directly into a system lateral line, controlling flow of such drains thereinto.