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JPH0676685B2 - How to improve the dam - Google Patents
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JPH0676685B2 - How to improve the dam - Google Patents

How to improve the dam

Info

Publication number
JPH0676685B2
JPH0676685B2 JP1174366A JP17436689A JPH0676685B2 JP H0676685 B2 JPH0676685 B2 JP H0676685B2 JP 1174366 A JP1174366 A JP 1174366A JP 17436689 A JP17436689 A JP 17436689A JP H0676685 B2 JPH0676685 B2 JP H0676685B2
Authority
JP
Japan
Prior art keywords
water
pipe
dam
reservoir
sediment
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.)
Expired - Lifetime
Application number
JP1174366A
Other languages
Japanese (ja)
Other versions
JPH0336310A (en
Inventor
進 村上
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.)
Okumura Corp
Original Assignee
Okumura Corp
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 Okumura Corp filed Critical Okumura Corp
Priority to JP1174366A priority Critical patent/JPH0676685B2/en
Publication of JPH0336310A publication Critical patent/JPH0336310A/en
Publication of JPH0676685B2 publication Critical patent/JPH0676685B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明はダム貯水池の機能を長期間に亘って効果的に発
揮させることができるダムの改良方法に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a method of improving a dam that can effectively exhibit the function of a dam reservoir for a long period of time.

〔従来の技術〕[Conventional technology]

近年、我が国おいては深刻な水不足が度々発生し、ダム
貯水池の機能を効果的に発揮させるための適切な管理が
必要となってきているが、貯水池は堆砂による埋没、富
栄養化による水質低下、冷水放流による農産物等の被害
など多くの問題点を抱えているのが現状である。
In recent years, severe water shortages have frequently occurred in Japan, and appropriate management is needed to effectively utilize the functions of dam reservoirs. However, the reservoirs are buried by sedimentation and water quality due to eutrophication. At present, there are many problems such as deterioration and damage to agricultural products due to cold water discharge.

特に、堆砂による貯水池の埋没はその機能を全くなくす
ることになるため、早急に対策を講じなければならない
必要性に迫られおり、従来からその対策として浚渫など
により堆砂処理を行う方法が実施されている。
In particular, the burial of a reservoir by sedimentation completely eliminates its function, so there is an urgent need to take measures immediately.As a countermeasure, the method of sedimentation by dredging has traditionally been used. It has been implemented.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

しかしながら、浚渫による堆砂処理方法は、処理が可能
な時期的な制約を受けるばかりでなく、多くの費用と労
力並びに時間を要するものであり、その上、堆砂の捨て
場所の確保が困難であるという大きな問題点を有する。
However, the method of treating sediment by dredging is not only subject to time constraints that can be treated, but also requires a lot of cost, labor and time, and it is difficult to secure a place to discard the sediment. There is a big problem that there is.

又、堆砂による貯水池の埋没以外に、貯水の富栄養化に
よって表層での藻類の異常繁殖や深層水の酸欠等が発生
し、その対策として一部に曝気法が採用されているが、
完全な対策になっていないのが現状である。
In addition to the burial of the reservoir by sedimentation, eutrophication of the stored water causes abnormal growth of algae on the surface and oxygen deficiency in the deep water.
The current situation is that it is not a complete countermeasure.

本発明はこのような問題点に鑑みてなされたもので、ダ
ム貯水池を改質してその機能を長期間に亘って有効に発
揮させることを目的としたダムの改良方法を提供するも
のである。
The present invention has been made in view of such problems, and provides a method for improving a dam for the purpose of reforming the dam reservoir and effectively exhibiting its function over a long period of time. .

〔課題を解決するための手段〕[Means for Solving the Problems]

上記目的を達成するために、本発明のダムの改良方法
は、ダム貯水池内に鉛直集水管を立設すると共に貯水池
の底部に沿って前記集水管から管壁に多数の通孔を穿設
している枝管を放射状に配設し、集水管を通じて枝管の
通孔から空気或いは水を水中に曝気或いは噴水する一
方、堆砂等によって貯水池が埋没した場合には前記集水
管を通じて堆砂層内の水を地上に集水することを特徴と
するものである。
In order to achieve the above object, a method for improving a dam of the present invention is to install a vertical water collecting pipe in a dam reservoir and to form a number of through holes in the pipe wall from the water collecting pipe along the bottom of the reservoir. The branch pipes are arranged radially, and air or water is aerated or fountained into the water from the through hole of the branch pipe through the water collection pipe, while when the reservoir is buried by sedimentation, etc., inside the sediment layer through the water collection pipe. It is characterized by collecting the above water on the ground.

又、既に埋没した地上ダムに対しては、ダムの堆砂層に
集水井を造成したのち、該集水井に連通させて堆砂層中
に多孔集水管を配設し、この多孔集水管を通じて堆砂層
中の水を集水井内に自然流入させて地上に集水すること
を特徴とするものである。
In addition, for a ground dam that has already been buried, a water collecting well is created in the sediment layer of the dam, and then a porous water collecting pipe is placed in the sand collecting layer so as to communicate with the water collecting well. The feature is that the inside water is naturally flowed into the water collecting well to collect it on the ground.

〔作用〕[Action]

貯水池の底部に沿って配設している多数本の枝管に空気
を圧送して水中に曝気すると、貯水の富栄養化が防止さ
れると共に水温の均一化が行われ、その上、微細浮遊物
が水底に沈澱するのが防止される。
When air is pumped to a large number of branch pipes arranged along the bottom of the reservoir to aerate the water, the eutrophication of the stored water is prevented and the water temperature is made uniform, and in addition, fine floating Things are prevented from settling on the bottom of the water.

さらに、必要に応じて水面近くの暖かい水を前記枝管を
通じて水底部側に送り込めば、上記の曝気と共に水温の
均一化が図れると共に富栄養化と冷水放流による農産物
等の被害が防止される。
Furthermore, if warm water near the surface of the water is sent to the bottom of the water through the branch pipes as needed, the water temperature can be made uniform along with the aeration and damage to agricultural products due to eutrophication and cold water discharge can be prevented. .

次に、長期間に亘るダムの使用によって貯水池に土砂等
が堆積すれば、上述した噴気、噴水を止めて上記集水管
を通じて堆砂層中の水を吸い込み、地下ダムとして使用
する。
Next, if sediment etc. is accumulated in the reservoir due to the use of the dam for a long period of time, the fumes and fountains described above are stopped, and the water in the sediment layer is sucked through the water collection pipe to be used as an underground dam.

又、既に埋没した地上ダムに対しては、ダムの堆砂層中
に含まれている水を集水管を通じて集水井に取水し、地
上に集水することにより、利水施設としてダムの機能回
復を図るものである。
For ground dams that have already been buried, the water contained in the sediment layer of the dam is taken into the water collection well through the water collection pipe and collected on the ground to restore the function of the dam as a water utilization facility. It is a thing.

〔実施例〕〔Example〕

本発明の実施例を図面について説明すると、まずダムの
建設時において、貯水池(1)内に多数本の鉛直集水管
(2)(2)・・・(2)を平面方向に所望間隔毎に貯
水池(1)内の全域に亘って単位面積当たり略均等本数
となるように立設すると共に隣接する鉛直集水管(2)
(2)の下端部間を水平集水管(3)によって連結、連
通する。なお、鉛直集水管(2)の上端部は貯水池
(1)の水面から上方に突出させていると共に数本、例
えば堤体(4)に沿って配設した数本の大径鉛直集水管
(2a)以外は全てその上端を蓋体(5)によって密閉し
てあり、又、全ての鉛直集水管(2)の下端は水底面に
埋没、支持させている。
An embodiment of the present invention will be described with reference to the drawings. First, at the time of constructing a dam, a large number of vertical water collecting pipes (2), (2) ... (2) are arranged in a reservoir (1) at desired intervals in a plane direction. Vertical water collection pipes (2) that are installed upright so that the number of pipes per unit area is approximately equal over the entire area of the reservoir (1)
The lower end portions of (2) are connected and communicated by a horizontal water collecting pipe (3). In addition, the upper end portion of the vertical water collection pipe (2) is projected upward from the water surface of the reservoir (1) and several large water collection pipes (for example, several large diameter vertical water collection pipes arranged along the bank (4) ( Except for 2a), all the upper ends are closed by a lid (5), and the lower ends of all vertical water collection pipes (2) are buried and supported on the water bottom.

さらに、上端が閉止した鉛直集水管(2)には、少なく
とも前記水平集水管(3)の連結部の上方に近傍する部
分に枝管(7)の基端を連結、連通させてこれらの枝管
(7)を水底面に沿って水平方向に放射状に配設する。
Further, in the vertical water collecting pipe (2) whose upper end is closed, the base end of the branch pipe (7) is connected to and communicated with at least a portion near the connecting portion of the horizontal water collecting pipe (3). The tubes (7) are radially arranged horizontally along the bottom of the water.

また、堤体(4)近傍の水平集水管(3a)は貯水池
(1)外に延長して敷設されて堤外に開口し、常時は止
水弁(10)で閉止されている。
The horizontal water collection pipe (3a) near the bank (4) is laid outside the reservoir (1) to open outside the bank and is normally closed by the water stop valve (10).

鉛直集水管(2)(2a)、水平集水管(3)および枝管
(7)の管周壁には適宜間隔毎に多数の小径通孔(8)
(8)・・・(8)が穿設されていると共に枝管(7)
の先端は閉止してある。
Vertical water collecting pipes (2) (2a), horizontal water collecting pipes (3), and branch pipes (7) have a large number of small-diameter through holes (8) at appropriate intervals on the peripheral walls thereof.
(8) ... (8) is perforated and a branch pipe (7)
The tip of is closed.

これらの管(2)(3)(7)は貯水池(1)の水底面
近傍に沿って貯水池(1)の面積に対し、略均等割合と
なるように配設される。
These pipes (2), (3) and (7) are arranged along the vicinity of the bottom surface of the reservoir (1) so as to have a substantially equal ratio to the area of the reservoir (1).

さらに、上端が開口した上記数本の鉛直集水管(2a)の
内部には、その開口端から下端に向かって小径の流体圧
送管(6)が配設されていると共に該流体圧送管(6)
はさらに水平集水管(3)および枝管(7)内に延設さ
れてあり、これらの水平集水管(3)および枝管(7)
内に夫々配設された流体圧送管(6a)(6b)の管壁には
長さ方向に適宜間隔毎に少なくとも上向きに開口する複
数個の小径通孔(11)(11)が穿設されている。
Further, inside the above-mentioned several vertical water collection pipes (2a) having open upper ends, a fluid pressure feed pipe (6) having a small diameter is arranged from the open end toward the lower end, and the fluid pressure feed pipes (6 )
Further extends into the horizontal water collection pipe (3) and the branch pipe (7), and these horizontal water collection pipe (3) and the branch pipe (7)
A plurality of small-diameter through holes (11) (11) opened at least upward at appropriate intervals in the length direction are formed in the pipe walls of the fluid pressure feed pipes (6a) (6b) respectively arranged inside. ing.

なお、上記では流体圧送管(6)から各水平集水管
(3)及び枝管(7)から流体圧送管(6a)(6b)を分
岐、配設したが、これらの水平集水管(3)及び枝管
(7)に配設している流体圧送管(6a)(6b)に夫々別
々に鉛直集水管(2a)内に収束状態で配設した複数本の
流体圧送管(6)を夫々連結、連通させた状態にして、
各別に流体を供給するように構成してもよい。
In the above description, the horizontal water collection pipes (3) are branched from the fluid pressure feed pipes (6) and the fluid pressure feed pipes (6a) and (6b) are branched from the branch pipes (7). And a plurality of fluid pressure feed pipes (6) separately arranged in the vertical water collection pipe (2a) in a converged state to the fluid pressure feed pipes (6a) (6b) arranged in the branch pipe (7), respectively. After connecting and communicating,
The fluid may be separately supplied.

(9)は流体圧送管(6)に設けているポンプである。(9) is a pump provided in the fluid pressure feed pipe (6).

上記のように貯水池(1)に配管を行ったのち、該貯水
池(1)に堪水し、ポンプ(9)を駆動して鉛直集水管
(2a)内の流体圧送管(6)を通じて空気を圧送する
と、水平集水管(3)や枝管(7)内の流体圧送管(6
a)(6b)に空気が供給される。
After piping in the reservoir (1) as described above, the reservoir (1) is immersed in water, and the pump (9) is driven to supply air through the fluid pressure feed pipe (6) in the vertical water collection pipe (2a). When pumped, the fluid pumping pipe (6) in the horizontal water collection pipe (3) and the branch pipe (7)
Air is supplied to a) and (6b).

この圧送された空気は流体圧送管(6a)(6b)の通孔
(11)から水平集水管(3)および枝管(7)内に噴出
し、さらにこれらの管壁に穿設した通孔(8)(8)を
通じて水中に曝気する。
The pressure-fed air is jetted into the horizontal water collecting pipe (3) and the branch pipe (7) from the through holes (11) of the fluid pressure feeding pipes (6a) (6b), and the through holes formed in these pipe walls. (8) Aerate into water through (8).

水平集水管(3)および枝管(7)は水底面近傍に沿っ
て配設されているので、通孔(8)から噴出した空気
は、水面に向かって絶えず浮上していき、貯水の富栄養
化を防止すると共に対流が生じて水面側と底面側との水
温の均一化が行われ、さらに、微細浮遊物が水底に沈澱
するのを防止するものである。
Since the horizontal water collection pipe (3) and the branch pipe (7) are arranged along the vicinity of the bottom surface of the water, the air jetted from the through hole (8) constantly floats up toward the water surface, and the richness of the stored water. It prevents nutrients and also causes convection to uniformize the water temperature on the water surface side and the water surface side, and further prevents fine suspended matter from settling on the water bottom.

又、必要に応じて、前記流体圧送管(6)からポンプ
(9)を駆動して水面近くの暖かい水を送給すれば、暖
かい水が集水管(3)と枝管(7)の通孔(8)から水
底側に供給、循環された、上記の曝気と共に水温の均一
化を計り、富栄養化と冷水放流による被害をなくするこ
とができる。
Also, if necessary, the pump (9) is driven from the fluid pressure feeding pipe (6) to feed warm water near the water surface, so that the warm water passes through the water collecting pipe (3) and the branch pipe (7). It is possible to eliminate the damage due to eutrophication and discharge of cold water by uniformizing the water temperature together with the aeration, which is supplied and circulated from the hole (8) to the water bottom side.

ダムを長年使用すると、洪水等により川から土砂などが
貯水池(1)内に流入して水底に堆積するが、その場合
にも上記と同様にして流体圧送管(6)を通じて集水管
(2)(3)及び枝管(7)に空気或いは水を供給し、
貯水池(1)底部側からの曝気と噴水を続ける。
When the dam is used for many years, due to flooding, etc., sediment flows from the river into the reservoir (1) and accumulates on the bottom of the water, but in that case as well, the water collection pipe (2) is passed through the fluid pressure feed pipe (6) in the same manner as above. Supplying air or water to (3) and the branch pipe (7),
Continue aeration and fountain from the bottom of the reservoir (1).

このような曝気及び噴水による貯水池(1)の改質は堆
砂によるダムが埋没するまで行われるが、ダムが埋没す
る途中においては、曝気や噴水による改質を行うことも
できるし、或いは集水管(2)(3)及び枝管(7)か
ら表面水及び堆砂内の水の両方を集水管(3a)を通じて
堤体(4)外の下流側へ流すこともできる。やがてダム
が土砂等により埋没して貯水池(1)の水を有効に使用
できなくなった時には、曝気及び噴水を止めて集水管
(2)(3)及び枝管(7)の通孔(8)から堆砂層内
の水を取り込み、集水管(3a)を通じて下流へ流すこと
ができ、地下ダムとして水の有効利用を図るものであ
る。
The modification of the reservoir (1) by such aeration and fountain is performed until the dam is buried by sedimentation, but during the burial of the dam, the modification by aeration and fountain can be performed or the dam can be modified. Both the surface water and the water in the sediment can also flow from the water pipes (2) (3) and the branch pipes (7) to the downstream side outside the bank (4) through the water collection pipe (3a). Eventually, when the dam is buried by sand and sand and the water in the reservoir (1) cannot be used effectively, the aeration and fountain are stopped and the through holes (8) of the water collecting pipes (2) (3) and the branch pipes (7) are stopped. The water in the sedimentation layer can be taken in and flowed downstream through the water collection pipe (3a), and the water is effectively used as an underground dam.

この際、集水中に枝管(7)等に目詰まりが生じた場合
には、上記したような曝気或いは噴水を行って目詰まり
を除去する。
At this time, when the branch pipe (7) or the like is clogged with the collected water, the aeration or fountain as described above is performed to remove the clogging.

なお、水平集水管(3)及び枝管(7)の配設は、堆砂
状態に合わせて順次行ってもよい。
The horizontal water collecting pipe (3) and the branch pipe (7) may be arranged sequentially according to the state of sedimentation.

以上の実施例においては当初は地上ダムとして、途中に
おいては地上、地下の両ダムとして使用し、埋没後は地
下ダムとして使用するダムの改良方法について説明した
が、既に埋没している地上ダムの堆砂中に集水管を配設
して堆砂層内の水を地上に集水する方法も行うことがで
きる。
In the above examples, the improvement method of the dam that was initially used as a ground dam, used as both ground and underground dams in the middle, and used as an underground dam after burial was explained. It is also possible to arrange a water collecting pipe in the sediment to collect the water in the sediment layer on the ground.

具体的には、貯水池(1)の堆砂層内に集水井(立坑)
を造成したのち、該集水井から小口径推進工法によって
堆砂層中に水平多孔集水管を配設し、該集水管を通じて
堆砂層中の水を集水井内に自然流入させるものである。
Specifically, a collection well (vertical shaft) in the sediment layer of the reservoir (1)
After that, a horizontal porous water collecting pipe is arranged in the sedimentation layer from the water collecting well by a small-diameter propulsion method, and the water in the sedimentation layer is allowed to naturally flow into the water collecting well through the water collecting pipe.

この場合、堆砂層中に集水管等を配設したのち、集水井
側に開口する集水管等の内部に送気管を配設して集水管
等に穿設している多数の孔から曝気或いは噴水すること
により、堆砂中の微粒子を洗浄、排除し、しかるのち、
集水管から集水井に集水を行う地下ダムとして利用する
ものである。
In this case, after arranging the water collecting pipe or the like in the sedimentation layer, the air feeding pipe is arranged inside the water collecting pipe or the like that opens on the side of the water collecting well to aerate or aerate from the many holes formed in the water collecting pipe or the like. By spraying water, the fine particles in the sediment are washed and removed, and after that,
It is used as an underground dam that collects water from a water collection pipe to a water collection well.

〔発明の効果〕〔The invention's effect〕

以上のように本発明のダムの改良方法によれば、ダム貯
水池内に鉛直集水管を立設すると共に貯水池の底部に沿
って前記集水管から管壁に多数の通孔を穿設している枝
管を放射状に配設し、集水管を通じて枝管の通孔から空
気或いは水を水中に曝気或いは噴水を行うものであるか
ら、貯水の富栄養化並びに微細浮遊物が沈澱するのを防
止することができると共に貯水池全体に亘る水温の均一
化を図ることができて冷水放流による農産物等の被害を
なくすることができるものである。
As described above, according to the method for improving a dam of the present invention, the vertical water collecting pipe is erected in the dam reservoir, and a large number of through holes are formed in the pipe wall from the water collecting pipe along the bottom of the reservoir. The branch pipes are arranged in a radial pattern, and air or water is aerated or fountains from the through holes of the branch pipes through the water collection pipe, so that the eutrophication of the stored water and the precipitation of fine suspended matter are prevented. In addition, the water temperature can be made uniform throughout the reservoir, and damage to agricultural products due to cold water discharge can be eliminated.

さらに、長期間に亘るダムの使用によって貯水池に土砂
等が堆積して地上ダムとしての機能を果たさなくなった
場合には、枝管から集水管を通じて堆砂層中の水を集水
する地下ダムとして使用することができ、ダムの有効利
用を図ることができるものであり、このような地下ダム
としての使用中に川から濁水が流入しても、堆砂によっ
て濁水が濾過され、水温の変化の少ない清水が得られる
ものである。
In addition, if the dam does not function as a ground dam due to the accumulation of sediment in the reservoir due to the use of the dam for a long period of time, it will be used as an underground dam that collects the water in the sediment layer from the branch pipe through the water collection pipe. Therefore, even if turbid water flows from the river during use as an underground dam, the turbid water is filtered by the sediment and the water temperature does not change much. This is what gives fresh water.

又、堆砂過程において、枝管から常時噴気、噴水するこ
とにより、堆砂内に大きな空隙を生じさせて貯水ダムと
しての堪水効率を向上させることができ、集水効率が増
大するものである。
Also, during the sedimentation process, by constantly blowing fumes and water from the branch pipes, it is possible to create large voids in the sediment and improve the water endurance efficiency of the water storage dam, thus increasing the water collection efficiency. is there.

さらに、既に利水施設としての機能を果たさなくなった
埋没した地上ダムに対しては、ダムの堆砂層に集水井を
造成したのち、該集水井に連通させて堆砂層中に多孔集
水管を配設し、この多孔集水管を通じて堆砂層中の水を
集水井内に自然流入させて地上に集水するものであるか
ら、堆砂層中の間隙水を多孔集水管を通じて効率よく集
水井内に集めて貯水することができ、この水を地上に汲
み上げることによって利水施設としてのダムの機能回復
を図ることができるものである。
Furthermore, for buried surface dams that have no longer functioned as water use facilities, a water collecting well is created in the sediment layer of the dam, and then a porous water collecting pipe is placed in the sediment layer to communicate with the well. However, since the water in the sediment layer naturally flows into the water collecting well through this porous water collection pipe to collect it on the ground, the pore water in the sediment layer is efficiently collected in the water collecting well through the porous water collection pipe. Water can be stored, and by pumping this water to the ground, the function of the dam as a water use facility can be restored.

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

図面は本発明の実施例を示すもので、第1図はダムの簡
略平面図、第2図は配管状態を示す簡略縦断側面図、第
3図は堆砂した状態の簡略縦断側面図、第4図は配管の
一部縦断側面図、第5図はその拡大縦断正面図である。 (1)……貯水池、(2)(2a)……鉛直集水管、
(3)……水平集水管、(6)……流体圧送管、(7)
……枝管、(8)……小径通孔。
The drawings show the embodiments of the present invention. Fig. 1 is a simplified plan view of a dam, Fig. 2 is a simplified vertical sectional side view showing a piping state, and Fig. 3 is a simplified vertical sectional side view of a sand deposit state. FIG. 4 is a partially longitudinal side view of the pipe, and FIG. 5 is an enlarged vertical front view thereof. (1) …… Reservoir, (2) (2a) …… Vertical water collection pipe,
(3) …… Horizontal water collection pipe, (6) …… Fluid pumping pipe, (7)
…… Branch pipe, (8) …… Small diameter through hole.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】ダム貯水池内に鉛直集水管を立設すると共
に貯水池の底部に沿って前記集水管から管壁に多数の通
孔を穿設している枝管を放射状に配設し、集水管を通じ
て枝管の通孔から空気或いは水を水中に曝気或いは噴水
する一方、堆砂等によって貯水池が埋没した場合には前
記集水管を通じて堆砂層内の水を地上に集水することを
特徴とするダムの改良方法。
1. A vertical water collecting pipe is erected in a dam reservoir, and branch pipes having a large number of through holes are radially provided from the water collecting pipe along the bottom of the reservoir to form a collecting pipe. Air or water is aerated or fountained into the water through the branch pipe through the water pipe, while the water in the sediment layer is collected on the ground through the water collection pipe when the reservoir is buried by the sediment. How to improve the dam.
【請求項2】既に埋没した地上ダムの堆砂層に集水井を
造成したのち、該集水井に連通させて堆砂層中に多孔集
水管を配設し、この多孔集水管を通じて堆砂層中の水を
集水井内に自然流入させて地上に集水することを特徴と
するダムの改良方法。
2. A water collecting well is formed in the sediment layer of an already buried ground dam, and a porous water collecting pipe is provided in the sediment forming well so as to communicate with the water collecting well, and water in the sediment layer is passed through the porous water collecting pipe. A method for improving a dam, characterized in that the water is naturally flowed into a well to collect water on the ground.
JP1174366A 1989-06-30 1989-06-30 How to improve the dam Expired - Lifetime JPH0676685B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1174366A JPH0676685B2 (en) 1989-06-30 1989-06-30 How to improve the dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1174366A JPH0676685B2 (en) 1989-06-30 1989-06-30 How to improve the dam

Publications (2)

Publication Number Publication Date
JPH0336310A JPH0336310A (en) 1991-02-18
JPH0676685B2 true JPH0676685B2 (en) 1994-09-28

Family

ID=15977364

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1174366A Expired - Lifetime JPH0676685B2 (en) 1989-06-30 1989-06-30 How to improve the dam

Country Status (1)

Country Link
JP (1) JPH0676685B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4637570B2 (en) * 2004-12-28 2011-02-23 株式会社奥村組 Method and system for dewatering sediment from dam lake

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5949372A (en) * 1982-09-14 1984-03-21 Toyota Motor Corp Method for controlling ignition timing

Also Published As

Publication number Publication date
JPH0336310A (en) 1991-02-18

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