JPH04350464A - Utilization of geothermal energy - Google Patents

Utilization of geothermal energy

Info

Publication number
JPH04350464A
JPH04350464A JP3172661A JP17266191A JPH04350464A JP H04350464 A JPH04350464 A JP H04350464A JP 3172661 A JP3172661 A JP 3172661A JP 17266191 A JP17266191 A JP 17266191A JP H04350464 A JPH04350464 A JP H04350464A
Authority
JP
Japan
Prior art keywords
air
heat
aquifer
underground
groundwater
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP3172661A
Other languages
Japanese (ja)
Inventor
Akira Sato
朗 佐藤
Hiroyuki Saito
浩之 斎藤
Masashi Ikeno
池野 正志
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kowa Co Ltd
Kouwa Co Ltd
Original Assignee
Kowa Co Ltd
Kouwa Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kowa Co Ltd, Kouwa Co Ltd filed Critical Kowa Co Ltd
Priority to JP3172661A priority Critical patent/JPH04350464A/en
Publication of JPH04350464A publication Critical patent/JPH04350464A/en
Pending legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F24HEATING; RANGES; VENTILATING
    • F24TGEOTHERMAL COLLECTORS; GEOTHERMAL SYSTEMS
    • F24T10/00Geothermal collectors
    • F24T10/20Geothermal collectors using underground water as working fluid; using working fluid injected directly into the ground, e.g. using injection wells and recovery wells
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/10Geothermal energy

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Sustainable Development (AREA)
  • Sustainable Energy (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Cleaning Of Streets, Tracks, Or Beaches (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】本発明は地下の非帯水層に蓄えら
れている熱エネルギーを屋根融雪や道路消雪などに利用
する地下熱エネルギーの活用法に係るものである。
FIELD OF INDUSTRIAL APPLICATION The present invention relates to a method of utilizing underground thermal energy, which utilizes thermal energy stored in underground non-aquifers for melting snow on roofs, clearing snow from roads, and the like.

【0002】0002

【従来の技術及び発明が解決しようとする課題】地下の
地層は、地下水の有無によって次の2つに区分できる。
[Background Art and Problems to be Solved by the Invention] Underground strata can be classified into the following two types depending on the presence or absence of groundwater.

【0003】・地下水面より下方の飽和帯・・・帯水層
・地下水面より上方の不飽和帯・・非帯水層この帯水層
内の地下水を直接汲み上げて屋根融雪や道路消雪などに
利用することは、文献を提示するまでもなく常用されて
いることで非常に秀れた成果をあげているが、反面使用
地下水量の増加に伴って地下水の水位低下や地盤沈下の
現象が生じ、この解決が大きな問題となっている。
・Saturated zone below the groundwater table: aquifer ・Unsaturated zone above the groundwater table: non-aquifer Groundwater in this aquifer is directly pumped up to melt snow on roofs and snow on roads, etc. Although the use of groundwater has been regularly used and has achieved excellent results, there is no need to provide any literature, on the other hand, as the amount of groundwater used increases, the phenomenon of lowering of groundwater level and ground subsidence is occurring. This problem has arisen and its resolution has become a major problem.

【0004】この対策として、特開昭53−14304
4号公報の地熱利用の熱交換装置が開示されているが、
この考え方は地盤に蓄えられている熱エネルギーを取り
出すために、地中にボーリングした穴の中で、空気や水
を強制的に循環させ、周辺土壌の熱を集熱する方法に係
るものである。この集熱装置は、円筒型の穴の内部に、
砂利等の通気性を有する媒体を充填し、穴の上下に開口
部を持つ2本のパイプを配した構造を有する。
[0004] As a countermeasure to this problem, Japanese Patent Application Laid-Open No. 53-14304
Although a heat exchange device using geothermal heat is disclosed in Publication No. 4,
This idea involves a method of forcibly circulating air and water in a hole bored in the ground to extract heat energy stored in the ground, and collecting heat from the surrounding soil. . This heat collecting device has a cylindrical hole inside.
The hole is filled with an air permeable medium such as gravel, and has a structure in which two pipes with openings are arranged above and below the hole.

【0005】また、地中に穿孔した穴を利用して周辺土
壌の熱を集める考え方は実願昭60−28995号の融
雪工法にも採用されているが、前記の地熱利用の熱交換
装置も穴の周辺土壌の熱を集める方式であることには変
わりがない。
[0005]Also, the idea of collecting heat from the surrounding soil using holes drilled in the ground is also adopted in the snow melting method of Utility Application No. 1982-28995, but the above-mentioned geothermal heat exchange device is also used. It is still a method that collects heat from the soil around the hole.

【0006】また、同様な特開昭54−16763号公
報の自然エネルギー利用暖冷房用土壌式熱交換装置にお
いては、土壌の熱特性を次のように位置付けている。
[0006] Furthermore, in a similar soil-type heat exchanger for heating and cooling using natural energy, disclosed in Japanese Patent Application Laid-Open No. 54-16763, the thermal characteristics of soil are positioned as follows.

【0007】■土壌は、熱容量が大きく、安価な蓄熱材
料として利用できる。
[0007] Soil has a large heat capacity and can be used as an inexpensive heat storage material.

【0008】■土壌は、熱伝導率が小さく保温性は高い
ため、長期の蓄熱に適するが、半面、熱を取り出すとき
、集熱が困難である。
[0008] Soil has low thermal conductivity and high heat retention, so it is suitable for long-term heat storage, but on the other hand, it is difficult to collect heat when extracting it.

【0009】この土壌の熱の不伝導性は、前記の実願昭
60−28995号、特開昭53−143044号公報
の地中の縦穴を利用した集熱装置においても、集熱効率
を低下させ、多くの熱を取り出すには、多数の穴を掘ら
ねばならないという問題は避けられない。
[0009] This thermal non-conductivity of the soil reduces the heat collection efficiency even in the heat collection devices using underground vertical holes as disclosed in the above-mentioned Utility Application No. 60-28995 and Japanese Unexamined Patent Publication No. 53-143044. , the problem of having to dig a large number of holes to extract a large amount of heat cannot be avoided.

【0010】この点この先願は、地中の集熱効率を上げ
るために次の方策を提示している。■地面を全面的に開
削して熱交換用パイプを多層に土中に埋設し、土との接
触面積を広く確保する。
[0010] In this regard, this prior application proposes the following measures to increase the underground heat collection efficiency. ■The ground is completely excavated and heat exchange pipes are buried in the soil in multiple layers to ensure a wide contact area with the soil.

【0011】■土壌の熱の移動速度を大きくするために
、上方の埋設パイプから水を浸透流下させ、土粒子によ
って暖められた水が下方に移動し、下方の埋設パイプか
ら集熱している。
[0011] In order to increase the speed of heat transfer in the soil, water is allowed to permeate and flow down from the underground pipes above, and the water warmed by the soil particles moves downward and collects heat from the underground pipes below.

【0012】この方策によって、埋設パイプの集熱効率
は確かに高まるが、パイプを埋めるために大がかりな掘
削が必要となり、経済性、施工性上問題がある。
[0012] Although this measure certainly increases the heat collection efficiency of the buried pipe, it requires extensive excavation to bury the pipe, which poses problems in terms of economy and workability.

【0013】本発明はかかる問題点を解決した地下熱エ
ネルギーの活用法を提示するものである。
The present invention proposes a method of utilizing underground thermal energy that solves these problems.

【0014】[0014]

【課題を解決するための手段】添付図面を参照して本発
明の要旨を説明する。
SUMMARY OF THE INVENTION The gist of the present invention will be explained with reference to the accompanying drawings.

【0015】地下の帯水層a上部の非帯水層bに蓄えら
れている自然の熱エネルギーを加圧又は減圧によって非
帯水層b内部を強制的に流動させた空気を媒体として地
上に取り出し、この空気の温熱源として利用することを
特徴とする地下熱エネルギーの活用法に係るものである
[0015] The natural thermal energy stored in the non-aquifer b above the underground aquifer a is transferred to the ground using air that is forced to flow inside the non-aquifer b by pressurization or depressurization as a medium. This relates to a method of utilizing underground thermal energy, which is characterized by extracting the air and using the air as a heat source.

【0016】[0016]

【作用】帯水層aは、土粒子の間隙 (通常砂礫層中で
は10〜30%) が地下水によって満たされているが
、非帯水層bは土粒子の間隙が空気によって満たされて
いる。
[Function] In aquifer a, the gaps between soil particles (usually 10 to 30% in a gravel layer) are filled with groundwater, but in non-aquifer b, the gaps between soil particles are filled with air. .

【0017】通常地下においては、地表にくらべて温度
の変化が小さく、年間を通じて13℃前後で安定してい
る。
[0017] Normally, temperature changes underground are smaller than at the surface, and remain stable at around 13°C throughout the year.

【0018】このため、地下水も年間を通して温度変化
が少なく、10℃〜15℃程度を維持する為夏は冷房・
冷却用の冷熱源とし、冬は暖房・消雪用等の温熱源とし
て一般に広く利用されている。
[0018] For this reason, the temperature of groundwater also changes little throughout the year, maintaining a temperature of about 10°C to 15°C, so air conditioning and cooling are not required in the summer.
It is widely used as a cold heat source for cooling, and in winter as a heat source for heating, snow removal, etc.

【0019】ところで、地下の帯水層中においては、地
下水が帯水層aの全容積に占める割合は通常10〜30
%程度で、残りの70〜90%は土粒子が埋めている。
By the way, in underground aquifers, the ratio of groundwater to the total volume of aquifer a is usually 10 to 30.
%, and the remaining 70-90% is filled with soil particles.

【0020】仮に、 ・水の体積熱容量        1000kcal/
m3・℃・土粒子の体積熱容量    550kcal
/m3・℃・帯水層の間隙率        0.3(
30%)とすると、 帯水層1m3の熱容量は、土粒子と水の熱容量の体積比
率を考慮した平均で、     0.3×1000kcal/m3・℃+(1−
0.3)×550kcal/m3・℃    ≒700
kcal/m3・℃     =685kcal/...700kcal..
.となる。
[0020] If: Volumetric heat capacity of water 1000kcal/
m3・℃・Volume heat capacity of soil particles 550kcal
/m3・℃・Aquifer porosity 0.3(
30%), the heat capacity of 1 m3 of aquifer is 0.3 x 1000 kcal/m3・℃+(1-
0.3)×550kcal/m3・℃ ≒700
kcal/m3・℃ =685kcal/. .. .. 700kcal. ..
.. becomes.

【0021】この時、土粒子と水の熱容量の比率は  
(水の熱容量):(土粒子の熱容量)=0.3×100
0:(1−0.3)×550            
                   =300:3
85 となる。
[0021] At this time, the ratio of heat capacity of soil particles to water is
(Heat capacity of water): (Heat capacity of soil particles) = 0.3 x 100
0:(1-0.3)×550
=300:3
It becomes 85.

【0022】すなわち、地下の帯水層a中においては、
地下水の水温として蓄えられている熱より多くの熱量が
土粒子の温度(顕熱)として地下に存在しているのであ
る。
That is, in the underground aquifer a,
More heat exists underground as the temperature of soil particles (sensible heat) than is stored as the temperature of groundwater.

【0023】同様な理論は非帯水層bについても成り立
つ。
A similar theory holds true for non-aquifer b.

【0024】非帯水層b特に帯水層aに近い非帯水層b
(不飽和層)の土粒子には、先に試算に示したように、
同体積の帯水層a中の地下水の熱エネルギーに匹敵する
顕熱エネルギーが蓄えられていることになる。
Non-aquifer b Particularly non-aquifer b near aquifer a
As shown in the previous calculation, the soil particles in the (unsaturated layer)
This means that sensible heat energy comparable to the heat energy of groundwater in the same volume of aquifer a is stored.

【0025】従来、地下水面より下の飽和帯においては
、井戸を設けて地下水を汲み上げることによって、地下
水熱及び土粒子の熱エネルギーを水を媒体として取り出
すことが可能であった。
Conventionally, in a saturated zone below the groundwater table, it has been possible to extract the heat of the groundwater and the thermal energy of soil particles using water as a medium by constructing a well and pumping up groundwater.

【0026】しかし、地下水面より上の不飽和帯におい
ては、地下水という熱の媒体が存在しないため、この部
分の熱エネルギーを効率よく取り出すことは困難であっ
た。従来技術の項で列記したような穴の周辺の熱エネル
ギーを吸引する方法やパイプを上下多層に埋設して集熱
する方法などは集熱効果が悪かったり、経済性が悪かっ
たりして実用的ではなかった。
However, in the unsaturated zone above the groundwater table, there is no heat medium called groundwater, so it has been difficult to efficiently extract thermal energy from this area. The methods listed in the prior art section, such as the method of sucking the thermal energy around the hole and the method of burying pipes in multiple layers above and below to collect heat, have poor heat collection effects and are not economical, so they are not practical. It wasn't.

【0027】本発明においては、この不飽和帯の土粒子
に蓄えられた熱エネルギーを地下水の代わりに空気とい
う媒体を用い、而かも加圧又は減圧によって非帯水層内
部を強制的に流動だせることにより非帯水層bに蓄えら
れている自然の熱エネルギーを空気を媒体として地上に
取り出し、この空気を温熱源又は冷熱源として利用する
もので、空気が非帯水層b中を流動通過する際直接熱エ
ネルギーを集熱するから極めて経済的に而かも効率よく
地下の自然の熱エネルギーを空気と一緒に集熱し得るこ
とになり、従来の地下に砂利等を埋設して人工的な蓄熱
槽を作り、そこに温風あるいは冷風を通して温熱あるい
は冷熱を蓄え、各種の熱源として利用するというような
小規模なものはなく、自然の大地の不飽和帯の顕熱を単
に空気を強制的に流動通過させるだけで容易に且つ経済
的に取り出してを利用する大容量熱利用システムとなる
In the present invention, the thermal energy stored in the soil particles in the unsaturated zone can be forced to flow inside the non-aquifer by using air as a medium instead of groundwater, and by pressurizing or depressurizing it. The natural heat energy stored in the non-aquifer B is taken out to the ground using air as a medium, and this air is used as a heat source or cold source, and the air flows through the non-aquifer B. Because it directly collects heat energy when doing so, it is extremely economical and efficient to collect natural heat energy underground together with the air, and it is not possible to use conventional artificial heat storage by burying gravel underground. There is no such thing as creating a tank and passing hot or cold air through it to store hot or cold heat and use it as a heat source for various purposes. It becomes a large-capacity heat utilization system that can be easily and economically taken out and used simply by allowing the flow to pass through.

【0028】[0028]

【実施例】本発明は、図1に示すように、地中に設置さ
れた集気装置1と,非帯水層b中の空気を吸引するため
のエアーポンプ2から構成される。
DESCRIPTION OF THE PREFERRED EMBODIMENTS As shown in FIG. 1, the present invention is comprised of an air collection device 1 installed underground and an air pump 2 for sucking air from a non-aquifer layer b.

【0029】集気装置1としては、有孔管, 金網筒,
 有底筒を採用するなど土壌中の空気を吸い込み得る構
造のものならどのような構造に設定しても良い。
[0029] As the air collecting device 1, a perforated pipe, a wire mesh pipe,
Any structure that can suck air from the soil, such as a cylinder with a bottom, may be used.

【0030】さらに、集気装置1に、地下に埋設された
下水道管、電線管等の空隙部を連通状態に連設すると既
存の地下埋設施設も利用することができる。
[0030]Furthermore, if the air collecting device 1 is connected to the voids of underground sewer pipes, electric conduit pipes, etc. in a communicating manner, existing underground facilities can also be used.

【0031】また、エアーポンプ2は吸排気用の各種の
エアーポンプを利用する。
Furthermore, the air pump 2 utilizes various types of air pumps for suction and exhaust.

【0032】次に応用例として本発明を道路消雪用熱源
として利用した場合の実施の一例を図3,図4に基づい
て説明する。
Next, as an applied example, an example in which the present invention is used as a heat source for road snow removal will be described with reference to FIGS. 3 and 4.

【0033】地下の非帯水層b中に設けられた下部が地
下水面に近いか又は届く程度に吸入装置6と集気装置1
を深く掘設し、集気装置1に集気スクリーン7を設け、
この集気スクリーン7より10〜15℃の空気を集め、
この温風をエアーポンプ2により熱交換器14に送り込
み、熱交換した冷気を吸入装置6に圧入して循環せしめ
る。熱交換器14により暖められた暖気や河川水などの
熱交換流体がポンプ8によりパイプライン12を介して
例えば道路9の舗装10の下に埋設された多孔質媒体1
1中を通過して舗装10を加温して積もった降雪を融雪
したり、直接舗装10上に散水して融雪する。
The suction device 6 and the air collection device 1 are installed in the underground non-aquifer b to the extent that the lower part thereof is close to or reaches the groundwater table.
is dug deeply, and an air collection screen 7 is installed in the air collection device 1,
Air at a temperature of 10 to 15°C is collected from this air collection screen 7,
This warm air is sent to the heat exchanger 14 by the air pump 2, and the cold air after heat exchange is forced into the suction device 6 and circulated. A heat exchange fluid such as warm air or river water heated by a heat exchanger 14 is transferred by a pump 8 via a pipeline 12 to a porous medium 1 buried under the pavement 10 of a road 9, for example.
1 and heats the pavement 10 to melt accumulated snow, or sprinkles water directly onto the pavement 10 to melt the snow.

【0034】また、屋根雪処理としては、屋根13の上
に敷かれたナイロン布等の半通気性の素材でできたエア
ーバック15に、前記温風を送り込み、エアーバック1
5から上方にわずかづつもれる温風熱によって降ってく
る雪を融かすことが可能である。
[0034] For roof snow removal, the hot air is sent into the air bag 15 made of a semi-breathable material such as nylon cloth spread on the roof 13.
It is possible to melt the falling snow by the warm air that slowly leaks upward from 5.

【0035】また、屋根13上にエアーバック15の代
わりに温風放出管やその他の温風を利用して融雪する装
置を配設し、融雪する方法を採用しても良い。
Further, a method of melting snow by disposing a hot air discharge pipe or other device for melting snow using warm air instead of the air bag 15 on the roof 13 may be adopted.

【0036】[0036]

【発明の効果】本発明は上述のように、地下の帯水層上
部の非帯水層に蓄えられている自然の熱エネルギーを加
圧又は減圧によって非帯水層内部を強制的に流動させた
空気を媒体として地上に取り出し、この空気の温熱源と
して利用することを特徴とするものであるから従来利用
困難であった地下の土壌粒子の持つ温熱あるいは冷熱を
空気を媒体として極めて効率良く且つ経済的に集気する
ことができるから次のような特長を有する。
Effects of the Invention As described above, the present invention allows the natural thermal energy stored in the non-aquifer above the underground aquifer to be forced to flow inside the non-aquifer by pressurizing or depressurizing it. It is characterized by extracting the air above the ground as a medium and using this air as a heat source, so it is extremely efficient and uses air as a medium to utilize the hot or cold heat of soil particles underground, which was previously difficult to utilize. Since it can collect air economically, it has the following features.

【0037】(1)冷気を吸入装置に圧入し、非帯水層
中を強制的に流動通過させた空気を集気装置より集気し
て媒体として非帯水層中の自然の熱エネルギーを集熱す
る方式を採用しているため、地下水のように過剰揚水に
よる水枯れや地盤沈下という問題が生じない。
(1) Cold air is forced into the suction device, the air is forced to flow through the non-aquifer, and the air is collected from the air collection device to use the natural thermal energy in the non-aquifer as a medium. Because it uses a method that collects heat, there are no problems with groundwater, such as water drying up or ground subsidence due to excessive pumping.

【0038】(2)空気を媒体としているため、井戸の
目づまりの問題が少なく維持管理が容易である。
(2) Since air is used as a medium, there is less problem of well clogging and maintenance is easy.

【0039】(3)空気の単位体積当たりの熱容量は、
水にくらべて小さいため同量の熱量を得るためには地下
水に比べ大容積の空気を必要とする。
(3) The heat capacity per unit volume of air is:
Because it is smaller than water, a larger volume of air is required than groundwater to obtain the same amount of heat.

【0040】このため、エアーポンプの口径や送風管の
径が地下水の場合に比べて太くなるが、空気は軽い為、
地下水と同じ熱量を得るのに必要なエアーポンプの動力
は同じ熱量の地下水を汲み上げるのに必要な揚水ポンプ
の動力とほぼ同じである。
[0040] For this reason, the diameter of the air pump and the diameter of the blower pipe will be larger than in the case of underground water, but since air is light,
The power required for an air pump to obtain the same amount of heat as groundwater is approximately the same as the power required for a water pump to pump up groundwater with the same amount of heat.

【0041】従って、ランニングコストは、地下水を熱
源として汲み上げる場合と略同じである。
[0041] Therefore, the running cost is approximately the same as when pumping groundwater as a heat source.

【0042】(4)空気の強制注入と強制排気により非
帯水層中に広く空気を流動させ、空気を媒体として地下
の自然の熱エネルギーを集熱するものであるから蓄熱を
人為的に行うことも可能となる。
(4) Heat storage is performed artificially by forcing air to flow widely in a non-aquifer through forced air injection and forced exhaust, and collecting natural thermal energy underground using air as a medium. It also becomes possible.

【0043】水を媒体として、地下に熱を蓄える場合、
水の注入時に帯水層中で生じる目づまりが大きな問題と
なっている。
When storing heat underground using water as a medium,
Clogging that occurs in aquifers when water is injected has become a major problem.

【0044】空気を媒体とした場合、例えば暖気吸引用
縦穴にエアーフィルターを採用すれば目詰まりの問題も
なく、容易に集熱することも、また蓄熱することもでき
る。 (5)地下水の過剰揚水により地下水の水位低下の著し
い地域において、本発明は特に有効で、地下水位が下が
るとその分不飽和帯の厚さが増し、それだけ採集空気量
が多くなる利点を有する。
When air is used as a medium, for example, if an air filter is used in the warm air suction vertical hole, there will be no problem of clogging, and heat can be easily collected and stored. (5) The present invention is particularly effective in areas where the groundwater level has significantly decreased due to excessive pumping of groundwater, and has the advantage that as the groundwater level decreases, the thickness of the unsaturated zone increases accordingly, and the amount of collected air increases accordingly. .

【図面の簡単な説明】[Brief explanation of drawings]

【図1】本発明の集気装置の説明図である。FIG. 1 is an explanatory diagram of an air collection device of the present invention.

【図2】本発明の集気装置と吸引装置との関係を示す説
明図である。
FIG. 2 is an explanatory diagram showing the relationship between an air collecting device and a suction device of the present invention.

【図3】本発明の集気装置と吸引装置で非帯水層中の空
気を循環させ熱交換器により熱伝達を行う実施例の説明
図である。
FIG. 3 is an explanatory diagram of an embodiment in which air in a non-aquifer is circulated using an air gathering device and a suction device of the present invention, and heat is transferred by a heat exchanger.

【図4】本発明を消雪装置に採用した実施応用例の説明
図である。
FIG. 4 is an explanatory diagram of an application example in which the present invention is applied to a snow removal device.

【符号の説明】[Explanation of symbols]

a  帯水層 b  非帯水層 a Aquifer b Non-aquifer

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】  地下の帯水層上部の非帯水層に蓄えら
れている自然の熱エネルギーを加圧又は減圧によって非
帯水層内部を強制的に流動させた空気を媒体として地上
に取り出し、この空気の温熱源として利用することを特
徴とする地下熱エネルギーの活用法。
Claim 1: The natural thermal energy stored in the non-aquifer above the underground aquifer is extracted to the surface using air that is forced to flow inside the non-aquifer by pressurization or depressurization as a medium. , a method of utilizing underground thermal energy characterized by using this air as a heat source.
JP3172661A 1991-07-12 1991-07-12 Utilization of geothermal energy Pending JPH04350464A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3172661A JPH04350464A (en) 1991-07-12 1991-07-12 Utilization of geothermal energy

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3172661A JPH04350464A (en) 1991-07-12 1991-07-12 Utilization of geothermal energy

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP62021405A Division JPS63189743A (en) 1987-01-31 1987-01-31 How to utilize underground thermal energy

Publications (1)

Publication Number Publication Date
JPH04350464A true JPH04350464A (en) 1992-12-04

Family

ID=15946033

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3172661A Pending JPH04350464A (en) 1991-07-12 1991-07-12 Utilization of geothermal energy

Country Status (1)

Country Link
JP (1) JPH04350464A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108842567A (en) * 2018-06-27 2018-11-20 兰州理工大学 With the energy complementation antiskid structure on automatic snow-melting road surface and construction and operation method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108842567A (en) * 2018-06-27 2018-11-20 兰州理工大学 With the energy complementation antiskid structure on automatic snow-melting road surface and construction and operation method

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