RU2010103994A - METHOD FOR INCREASING EFFICIENCY OF WELLS AND, IN PARTICULAR, EQUIPMENT FOR TREATING SOIL AND GROUND WATER - Google Patents

METHOD FOR INCREASING EFFICIENCY OF WELLS AND, IN PARTICULAR, EQUIPMENT FOR TREATING SOIL AND GROUND WATER Download PDF

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Publication number
RU2010103994A
RU2010103994A RU2010103994/21A RU2010103994A RU2010103994A RU 2010103994 A RU2010103994 A RU 2010103994A RU 2010103994/21 A RU2010103994/21 A RU 2010103994/21A RU 2010103994 A RU2010103994 A RU 2010103994A RU 2010103994 A RU2010103994 A RU 2010103994A
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RU
Russia
Prior art keywords
soil
drainage pipes
zone
pipes
supporting structural
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RU2010103994/21A
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Russian (ru)
Other versions
RU2473404C2 (en
Inventor
Габор Иштван ШИМОНЧИЧ (HU)
Габор Иштван ШИМОНЧИЧ
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Габор Иштван ШИМОНЧИЧ (HU)
Габор Иштван ШИМОНЧИЧ
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Publication of RU2010103994A publication Critical patent/RU2010103994A/en
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Publication of RU2473404C2 publication Critical patent/RU2473404C2/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/06—Methods or installations for obtaining or collecting drinking water or tap water from underground
    • E03B3/08—Obtaining and confining water by means of wells
    • E03B3/10—Obtaining and confining water by means of wells by means of pit wells
    • E03B3/11—Obtaining and confining water by means of wells by means of pit wells in combination with tubes, e.g. perforated, extending horizontally, or upwardly inclined, exterior to the pits
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B09—DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09C—RECLAMATION OF CONTAMINATED SOIL
    • B09C1/00—Reclamation of contaminated soil
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B09—DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09C—RECLAMATION OF CONTAMINATED SOIL
    • B09C1/00—Reclamation of contaminated soil
    • B09C1/002—Reclamation of contaminated soil involving in-situ ground water treatment
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B09—DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09C—RECLAMATION OF CONTAMINATED SOIL
    • B09C1/00—Reclamation of contaminated soil
    • B09C1/005—Extraction of vapours or gases using vacuum or venting
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B09—DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09C—RECLAMATION OF CONTAMINATED SOIL
    • B09C1/00—Reclamation of contaminated soil
    • B09C1/02—Extraction using liquids, e.g. washing, leaching, flotation
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B09—DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09C—RECLAMATION OF CONTAMINATED SOIL
    • B09C1/00—Reclamation of contaminated soil
    • B09C1/06—Reclamation of contaminated soil thermally
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/04—Directional drilling
    • E21B7/06—Deflecting the direction of boreholes
    • E21B7/061—Deflecting the direction of boreholes the tool shaft advancing relative to a guide, e.g. a curved tube or a whipstock

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Water Supply & Treatment (AREA)
  • Hydrology & Water Resources (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Public Health (AREA)
  • Health & Medical Sciences (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Thermal Sciences (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

1. Способ, базирующийся на технологии прокладки дренажных труб в сочетании с обсадными трубами скважин, проникающими в почву копьевидными трубчатыми элементами и другими устройствами для обработки грунта и грунтовых вод, имеющими неподвижную конструкцию, и, возможно, устройствами для извлечения грунтовых вод, используемыми в качестве опорных конструктивных элементов, отличающийся тем, что гибкие дренажные трубы (2) малого диаметра по действием усилия, приложенного на поверхности, могут быть введены в зону (4) грунта, расположенную дальше от опорного конструктивного элемента (1), с помощью указанного опорного элемента (1), который имеет направляющие каналы (5), содержащие дугообразный участок (5), на котором дренажные трубы (2) меняют направление с вертикального направления на горизонтальное направление по мере их введения в указанную зону (4) грунта, и при этом указанные дренажные трубы (2) имеют механические свойства, соответствующие грунтовым условиям, причем дренажные трубы (2) имеют заостренную или другую головную часть (3), приспособленную для проникновения в грунт, а также имеют перфорационные отверстия (9) или иным образом выполнены проницаемыми; и тем, что двух- или трехфазная зона (грунт, грунтовая вода, почвенный воздух), находящаяся вблизи дренажных труб, может быть обработана посредством дренажных труб, и газ (смесь газов, пар) или жидкость (раствор, смесь, суспензия и т.д.) могут быть введены (10) в указанную зону или извлечены (11) из указанной зоны. ! 2. Способ по п.1, отличающийся тем, что дренажные трубы вводят в грунт через опорный конструктивный элемент посредством прокладки труб посредством механического, пне 1. A method based on the technology of laying drainage pipes in combination with well casings, spear-shaped tubular elements penetrating into the soil and other devices for treating soil and groundwater that have a fixed structure, and possibly devices for extracting groundwater used as supporting structural elements, characterized in that flexible drainage pipes (2) of small diameter, under the influence of force applied on the surface, can be introduced into the soil zone (4) located further from the supporting structural element (1), using the specified supporting element ( 1), which has guide channels (5) containing an arcuate section (5), on which the drainage pipes (2) change direction from the vertical direction to the horizontal direction as they are introduced into the specified zone (4) of the soil, and at the same time the specified drainage pipes (2) have mechanical properties corresponding to soil conditions, and drainage pipes (2) have a pointed or other head part (3) adapted to penetrate the soil, and also have perforations (9) or are otherwise made permeable; and the fact that a two- or three-phase zone (soil, groundwater, soil air), located near drainage pipes, can be processed through drainage pipes, and gas (a mixture of gases, steam) or liquid (solution, mixture, suspension, etc.) d.) can be inserted (10) into the specified zone or removed (11) from the specified zone. ! 2. The method according to claim 1, characterized in that drainage pipes are introduced into the ground through a supporting structural element by laying pipes using a mechanical, stump

Claims (7)

1. Способ, базирующийся на технологии прокладки дренажных труб в сочетании с обсадными трубами скважин, проникающими в почву копьевидными трубчатыми элементами и другими устройствами для обработки грунта и грунтовых вод, имеющими неподвижную конструкцию, и, возможно, устройствами для извлечения грунтовых вод, используемыми в качестве опорных конструктивных элементов, отличающийся тем, что гибкие дренажные трубы (2) малого диаметра по действием усилия, приложенного на поверхности, могут быть введены в зону (4) грунта, расположенную дальше от опорного конструктивного элемента (1), с помощью указанного опорного элемента (1), который имеет направляющие каналы (5), содержащие дугообразный участок (5), на котором дренажные трубы (2) меняют направление с вертикального направления на горизонтальное направление по мере их введения в указанную зону (4) грунта, и при этом указанные дренажные трубы (2) имеют механические свойства, соответствующие грунтовым условиям, причем дренажные трубы (2) имеют заостренную или другую головную часть (3), приспособленную для проникновения в грунт, а также имеют перфорационные отверстия (9) или иным образом выполнены проницаемыми; и тем, что двух- или трехфазная зона (грунт, грунтовая вода, почвенный воздух), находящаяся вблизи дренажных труб, может быть обработана посредством дренажных труб, и газ (смесь газов, пар) или жидкость (раствор, смесь, суспензия и т.д.) могут быть введены (10) в указанную зону или извлечены (11) из указанной зоны. 1. A method based on the technology of laying drainage pipes in combination with casing wells, penetrating into the soil with spear-shaped tubular elements and other devices for treating soil and groundwater having a fixed structure, and, possibly, devices for extracting groundwater, used as supporting structural elements, characterized in that the flexible drainage pipes (2) of small diameter by the force exerted on the surface can be introduced into the zone (4) of the soil located further t supporting structural element (1), using the specified supporting element (1), which has guide channels (5) containing an arcuate section (5), on which the drainage pipes (2) change direction from a vertical direction to a horizontal direction as they introducing soil into said zone (4), and wherein said drainage pipes (2) have mechanical properties corresponding to soil conditions, and drainage pipes (2) have a pointed or other head part (3) adapted for penetration into the soil, and have perforation holes (9) or are otherwise permeable; and the fact that a two- or three-phase zone (soil, groundwater, soil air) located near drainage pipes can be treated with drainage pipes, and gas (a mixture of gases, steam) or liquid (solution, mixture, suspension, etc.) e.) can be entered (10) into the specified zone or removed (11) from the specified zone. 2. Способ по п.1, отличающийся тем, что дренажные трубы вводят в грунт через опорный конструктивный элемент посредством прокладки труб посредством механического, пневматического или другого продавливания. 2. The method according to claim 1, characterized in that the drainage pipes are introduced into the soil through the supporting structural element by laying pipes by mechanical, pneumatic or other pressing. 3. Способ по п.1, отличающийся тем, что дренажные трубы вводят в грунт через опорный конструктивный элемент посредством выполнения головной части или всей наружной поверхности дренажных труб с особой конфигурацией и посредством вращательного движения. 3. The method according to claim 1, characterized in that the drainage pipes are introduced into the soil through the supporting structural element by performing the head part or the entire outer surface of the drainage pipes with a special configuration and by means of rotational movement. 4. Способ по п.1, отличающийся тем, что дренажные трубы вводят в грунт через опорный конструктивный элемент с помощью промывки жидкостью и/или продувки газом. 4. The method according to claim 1, characterized in that the drainage pipes are introduced into the soil through the supporting structural element by washing with a liquid and / or purging with gas. 5. Способ по п.4, отличающийся тем, что клапанная часть расположена в промывочной головке, способствующей продвижению дренажной трубы (2) в грунте, или в других элементах, используемых в способе промывки, при этом клапанная часть выполнена с возможностью закрытия после установки дренажной трубы в заданном положении для лучшего использования перфорированной секции дренажной трубы. 5. The method according to claim 4, characterized in that the valve part is located in the flushing head, promoting the drainage pipe (2) in the ground, or in other elements used in the flushing method, while the valve part is made with the possibility of closing after installing the drain pipes in a predetermined position for better use of the perforated section of the drainage pipe. 6. Способ по п.1, отличающийся тем, что дренажные трубы вводят в грунт через опорный конструктивный элемент посредством комбинации способов по п.2 и/или 3, и/или 4, и/или 5. 6. The method according to claim 1, characterized in that the drainage pipes are introduced into the soil through the supporting structural element through a combination of methods according to claim 2 and / or 3, and / or 4, and / or 5. 7. Способ по п.1, отличающийся тем, что дренажные трубы вводят в грунт через опорный конструктивный элемент другим путем. 7. The method according to claim 1, characterized in that the drainage pipes are introduced into the ground through the supporting structural element in another way.
RU2010103994/13A 2007-07-06 2008-07-04 Method of increasing well efficiency and, particularly, to tillage equipment that to process subsoil waters RU2473404C2 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
HU0700466A HUP0700466A2 (en) 2007-07-06 2007-07-06 Method for increasing efficiency of aplienes used for ground water and fountain water treatment
HUP0700466 2007-07-06
PCT/HU2008/000079 WO2009007760A1 (en) 2007-07-06 2008-07-04 Method for increasing the effectiveness of wells, and primarily of equipment for soil and groundwater treatment

Publications (2)

Publication Number Publication Date
RU2010103994A true RU2010103994A (en) 2011-08-20
RU2473404C2 RU2473404C2 (en) 2013-01-27

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Application Number Title Priority Date Filing Date
RU2010103994/13A RU2473404C2 (en) 2007-07-06 2008-07-04 Method of increasing well efficiency and, particularly, to tillage equipment that to process subsoil waters

Country Status (4)

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EP (1) EP2164650A1 (en)
HU (1) HUP0700466A2 (en)
RU (1) RU2473404C2 (en)
WO (1) WO2009007760A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105532368A (en) * 2015-12-11 2016-05-04 王晨煜 Shallow shaft side infiltrating irrigation water saving irrigation method

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3643872B1 (en) * 2018-10-22 2022-05-04 Technische Universität Dresden Method for reducing a hydraulically effective porosity of a porous solid matrix
CN112602571B (en) * 2021-01-06 2022-04-12 哈尔滨市农业科学院 Solar power supply evaporation condensation farmland automatic drip irrigation device

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105532368A (en) * 2015-12-11 2016-05-04 王晨煜 Shallow shaft side infiltrating irrigation water saving irrigation method

Also Published As

Publication number Publication date
RU2473404C2 (en) 2013-01-27
EP2164650A1 (en) 2010-03-24
HU0700466D0 (en) 2007-08-28
HUP0700466A2 (en) 2009-05-28
WO2009007760A1 (en) 2009-01-15

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Effective date: 20130705