US4348135A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Draining, irrigating and aeration of soil and heating or cooling of soil
Assignee: Individual
•
Filing: 1979-07-23
•
Granted: 1982-09-07
•
Expires: 1999-07-23
Abstract
Abstract Flexible 1/4 inch diameter plastic tubing is buried horizontally below the surface of the ground. Water or air is forced in the tubing to expand the tubing and make the cavities, that the tubing is in, 1/4 inch in diameter. Then the water or air is sucked out of the tubing so that hollow earth-walled cavities 1/4 inch in diameter are left with the plastic tubing occupying only a small fraction of the volume of the cavities. This produces a system of worm holes over the field that will drain excess water after rains. In drouths irrigation water is introduced through the worm holes. Air is blown in the worm holes to aerate the soil at other times, all of which greatly increase plant growth. By guaranteeing that the ground always will be moist the thermal conductivity of the ground will always be near the maximum around the worm holes. Therefore part of the tunes can always be used to pass water through so the water can be cooled or warmed with the ground being used for a source of heat or cooling efficiently. When the worm hole like cavity for drainage is stopped up by pressure of equipment passing over or other causes the tube is blown up again and then deflated.
Inventors
- 👤 John C. St. Clair
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-10-24 19:56
CPC Classifications
A; A01; A01G; A01G25/00; A01G25/06
Claims Analysis
Total Claims: 9
Claim 1
Independent Claim
296 words
A method for draining land which comprises: (a) burying a flexible tube in a substantially horizontal position beneath the surface of the ground, (b) then after the tube is placed below the surface of the ground forcing fluid into an end of the tube and thereby increasing the internal volume of the tube, said increase in volume being below the surface of the ground; (c) then after step (b) in which fluid is forced into the tube, deflating the tube by removing fluid from inside the tube by submitting an end of the tube to a pressure less than the pressure at a point that is both outside the tube and contacts said tube, said point being under the surface of ground being drained, (d) then after step (c) forcing into an end of the tube a fluid inside the tube and thereby inflating the tube and increasing its internal volume below the surface of the ground, (e) then after the inflation of the tube removing fluid from the tube so the volume, the tube occupies, decreases in volume and there is left because of this decrease in volume a cavity around the tube that is open the length of the tube and to an outlet at the end of the tube, that is open for water to drain out of, (f) after the mentioned inflation and deflation in steps (d) and (e), draining water through the cavity around the tube to the outlet at the end of the tube and out of the cavity to the outlet, (g) after the preceding steps, and after the rate of drainage from the cavity has decreased after rains, repeating both the inflation and deflation steps so as to increase the rate of drainage from the cavity after rains.
Claim 2
Independent Claim
296 words
A method for draining land which comprises: (a) burying a flexible tube in a substantially horizontal position beneath the surface of the ground, (b) then after the tube is placed below the surface of the ground forcing fluid into an end of the tube and thereby increasing the internal volume of the tube, said increase in volume being below the surface of the ground; (c) then after step (b) in which fluid is forced into the tube, deflating the tube by removing fluid from inside the tube by submitting an end of the tube to a pressure less than the pressure at a point that is both outside the tube and contacts said tube, said point being under the surface of ground being drained, (d) then after step (c) forcing into an end of the tube a fluid inside the tube and thereby inflating the tube and increasing its internal volume below the surface of the ground, (e) then after the inflation of the tube removing fluid from the tube so the volume, the tube occupies, decreases in volume and there is left because of this decrease in volume a cavity around the tube that is open the length of the tube and to an outlet at the end of the tube, that is open for water to drain out of, (f) after the mentioned inflation and deflation in steps (d) and (e), draining water through the cavity around the tube to the outlet at the end of the tube and out of the cavity to the outlet, (g) after the preceding steps, and after the rate of drainage from the cavity has decreased after rains, repeating both the inflation and deflation steps so as to increase the rate of drainage from the cavity after rains.
Claim 3
Dependent Claim
45 words
A method according to claim 1 in which air from the atmosphere above the ground is forced by mechanical means into the cavity around the tube so that the air passes up through the ground above the cavity and aerates plants growing above the cavity.
Claim 4
Dependent Claim
93 words
A method according to claim 1 in which water is cooled by forcing the water through the tube, during times when the ground around the cavity which the tube is in is cooler than the water, then passing the cooled water through a heat exchanging step in which the cooled water preforms desired cooling and in which the temperature of the cooled water rises, and the water then is cooled again by forcing the water through a tube buried in the ground and then used again for cooling in a heat exchanging step.
Claim 5
Dependent Claim
47 words
A method according to claim 3 in which water is introduced into the cavity through an outlet of the cavity so as to moisten the walls of the cavity and so maintain a higher thermal conductivity of the ground around the cavity during periods of dry weather.
Claim 6
Dependent Claim
36 words
A method according to claim 1 in which water is introduced into the cavity through an outlet of the cavity to provide water needed by crops growing on the surface of the ground above the cavity.
Claim 7
Dependent Claim
19 words
A method according to claim 1 in which the tube is deflated before and during insertion in the ground.
Claim 8
Dependent Claim
25 words
A method according to claim 1 in which the steps (d) and (e) are carried out and required due to equipment running over the cavities.
Claim 9
Dependent Claim
19 words
A method according to claim 7 in which the tube is deflated before and during insertion in the ground.
References Cited (Backward Citations)
USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1985-09-06 | 1986-03-08 | 1986-09-07 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1989-09-06 | 1990-03-08 | 1990-09-07 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1993-09-06 | 1994-03-08 | 1994-09-07 | $7700.00 | Window Closed / Lapsed |