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JP5080620B2 - Intake mechanism of Sabo Dam - Google Patents
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JP5080620B2 - Intake mechanism of Sabo Dam - Google Patents

Intake mechanism of Sabo Dam Download PDF

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JP5080620B2
JP5080620B2 JP2010165972A JP2010165972A JP5080620B2 JP 5080620 B2 JP5080620 B2 JP 5080620B2 JP 2010165972 A JP2010165972 A JP 2010165972A JP 2010165972 A JP2010165972 A JP 2010165972A JP 5080620 B2 JP5080620 B2 JP 5080620B2
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intake
sabo dam
water
water intake
basin
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秀樹 中込
保久 橋本
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Description

この発明は洪水時に大量の土砂を上流側に蓄えて下流側を土砂災害から守る砂防ダムから取水するための砂防ダムの取水機構に関するものである。 The present invention relates to a water intake mechanism of a sabo dam for storing a large amount of sediment on the upstream side during a flood and taking water from a sabo dam protecting the downstream side from a landslide disaster.

砂防ダムの機能は、洪水時に大量の土砂を上流側に蓄えて下流側を土砂災害から守ることである。しかし同時に、蓄えた土砂を洪水後には流下させ、速やかに貯砂能力を回復させて次の洪水に備えることもまた砂防ダムの重要な機能の一つである。したがって、砂防ダムからの取水を計画する場合、取水施設周辺を大量の土砂が通過することを前提としなければならない。
一方、砂防ダムは通常山々に囲まれて存在し、その上流側では秋に大量の落ち葉が発生する。砂防ダムからの取水は、そうした大量の落ち葉の通過もまた考慮しなければならない。
本件では、大量の土砂と落ち葉が流下する砂防ダムにおいて、自動的かつ継続的に取水するための方法を提供する。
The function of the sabo dam is to store a large amount of sediment on the upstream side during floods and protect the downstream side from sediment disasters. At the same time, however, it is one of the important functions of the sabo dam to allow the stored sediment to flow down after the flood and quickly restore the sand storage capacity to prepare for the next flood. Therefore, when planning water intake from a sabo dam, a large amount of earth and sand must pass around the water intake facility.
On the other hand, sabo dams are usually surrounded by mountains, and a large amount of fallen leaves occur in the autumn on the upstream side. Water intake from the Sabo Dam must also take into account the passage of such a large amount of fallen leaves.
In this project, we will provide a method for automatically and continuously taking water in a sabo dam where a large amount of sediment and fallen leaves flow down.

以上のような砂防ダムの取水機構としては下記のような先行技術が知られている。
まず、特開2009−174215号公報(特許文献1参照)には、河川に設けられたダムにおいて、河川水がダムを越流する越流部に設けられた第1集水部と、ダムの上流側底部に設けられた、濾過層9より河川水を取水する第2集水部と、第1集水部と第2集水部からそれぞれ第1及び第2の独立した取水路を介して給水した水を処理する浄水処理部とを備え、第1取水路の濁度が基準値内では、第1取水路から浄水処理部へ給水し、第1取水路の濁度が基準値を超えたら、第2取水路から浄水処理部へ給水するように切り換えるようにした取水システムおよび取水装置が記載されている。
The following prior art is known as the intake mechanism of the sabo dam as described above.
First, in JP 2009-174215 A (see Patent Document 1), in a dam provided in a river, a first water collecting part provided in an overflow section where river water overflows the dam, A second water collection section that is provided at the bottom of the upstream side and draws river water from the filtration layer 9, and a first and a second water collection section from the first water collection section and the second water collection section, respectively. And a water purification treatment unit for treating the supplied water, and when the turbidity of the first intake channel is within the reference value, water is supplied from the first intake channel to the purified water treatment unit, and the turbidity of the first intake channel exceeds the reference value Then, a water intake system and a water intake device that are switched to supply water from the second intake channel to the water purification treatment unit are described.

また、特開2000−3319856号公報(特許文献2参照)には、増水時の土砂の過剰な流下を防止するための砂防ダムにおいて、水位がダムの水通し部頭頂に達する前に一定範囲の量の水と土砂を流下させることのできるスリットを有するとともに、該スリット部に設けられた斜面部の下部には、石や岩ならびに流水等の落下物を分離して、表流水からの取水を可能とするバースクリーンが設けられており、取水はバースクリーンを介して、さらには上流側の貯留層から取水することもできるようにしたスリット砂防ダム方式渓流取水工が記載されている。 JP 2000-3319866 A (see Patent Document 2) discloses that in a sabo dam for preventing excessive flow of earth and sand at the time of water increase, the water level reaches a certain range before reaching the top of the dam head. It has a slit through which a large amount of water and earth and sand can flow, and at the lower part of the slope part provided in the slit part, falling objects such as stones, rocks and flowing water are separated, and water from surface water is taken in. A slit sabo dam type mountain stream intake is described in which a bar screen is provided, and water can be taken from the upstream reservoir through the bar screen.

特開平3−293434号公報(特許文献3参照)には、砂防ダムの上流側に、予め清流の流れていた川底砂礫層に取水管を設置しておくことによって、土砂流失による砂防ダムの土砂埋没後も、良質の地下水を永久かつ無動力にて取水可能とした機能を有する砂防ダム用取水設備が記載されている。 In JP-A-3-293434 (see Patent Document 3), an upstream side of a sabo dam is provided with a water intake pipe in a riverbed gravel layer where a clear stream has been flowing in advance, so that the earth and sand of a sabo dam caused by the erosion of sediments. A water intake facility for a sabo dam is described that has the function of allowing good quality groundwater to be taken permanently and without power even after being buried.

実開昭62−50222号公報(特許文献4参照)には、雪処理用水として供給するための、砂防ダムの底部に溜っている地下水をサイフォンの原理に基づいて取水することを可能とした砂防ダム用真空取水装置が記載されている。 Japanese Utility Model Publication No. 62-50222 (refer to Patent Document 4) discloses a sabo that enables groundwater collected at the bottom of a sabo dam to be supplied as snow treatment water based on the principle of siphon. A vacuum water intake device for dams is described.

特開2009−174215号公報JP 2009-174215 A 特開2000−3319856号公報JP 2000-3319866 A 特開平3−293434号公報JP-A-3-293434 実開昭62−50222号公報Japanese Utility Model Publication No. 62-50222

しかしながら、いずれの砂防ダムの取水機構においても、構造が単純でメンテナンスが容易であり、かつ常態における取水と、洪水時や土砂等による詰まり発生時における取水用樋の倒伏とを簡単に切り替えることができるようにはなっていなかった。 However, any sabo dam intake mechanism is simple in structure and easy to maintain, and can easily switch between normal intake and ingestion of intake dredging during clogging due to flooding or earth and sand. I wasn't able to do it.

したがってこの発明の砂防ダムの取水機構は、構造が単純でメンテナンスが容易であり、かつ常態における取水と、洪水時や土砂等による詰まり発生時における取水用樋の倒伏とを簡単に切り替えることが可能な砂防ダムの取水機構を提供しようとするものである。 Therefore, the intake mechanism of the sabo dam according to the present invention is simple in structure and easy to maintain, and can easily switch between intake in normal conditions and lodging of dredging basins when clogging occurs due to flooding or earth and sand. It is intended to provide a water intake mechanism for the Sabo Dam.

すなわちこの発明の砂防ダムの取水機構は、倒伏もしくは変形可能な取水用樋を砂防ダムの水通しの下流側に配置し、その端末を砂防ダムの袖部まで延長することにより、常態においては前記取水用樋による取水が可能であり、洪水時や土砂等によって前記取水用樋が詰まりを発生した時には取水用樋を倒伏もしくは変形させて洪水や詰まりによるトラブルを避け、洪水や詰まりが解消したときには取水用樋を元の状態に復帰させて取水を再開するようにしたことを特徴とするものである。 That is, the water intake mechanism of the sabo dam according to the present invention is arranged in the normal state by disposing a trapping or deformable intake basin downstream of the water passage of the sabo dam and extending its terminal to the sleeve of the sabo dam. Water can be taken with water intake dredge, and when the water intake clog is clogged due to flooding or earth and sand, the water intake dredging is overturned or deformed to avoid troubles due to flooding or clogging. The water intake basin is returned to its original state and water intake is resumed.

この発明の砂防ダムの取水機構は、前記倒伏可能な取水用樋が、取水用樋を構成する板材を砂防ダムの水通しの下流側に連結する部位に回転軸を設けて倒伏可能とし、前記板材に設けたロック部材を解除して該板材を倒伏できるようにしたことをも特徴とするものである。 The water intake mechanism of the sabo dam according to the present invention is configured such that the above-described collapsible water intake basin is capable of falling down by providing a rotating shaft at a site where the plate material constituting the water intake basin is connected to the downstream side of the water passage of the sabo dam, The present invention is also characterized in that the lock member provided on the plate member is released so that the plate member can fall down.

この発明の砂防ダムの取水機構は、前記変形可能な取水用樋が、取水用樋を構成するエアを充填した板状の空気袋の下端を砂防ダムの水通しの下流側に連結し、前記板状の空気袋の充填エアを脱気して該板状の空気袋を倒伏できるようにしたことをも特徴とするものである。 The water intake mechanism of the sabo dam according to the present invention is characterized in that the deformable water intake basin connects the lower end of a plate-shaped air bag filled with air constituting the water intake basin to the downstream side of the water passage of the sabo dam, It is also characterized in that the air filled in the plate-like air bag is degassed so that the plate-like air bag can fall down.

この発明の砂防ダムの取水機構は、前記倒伏もしくは変形可能な取水用樋が、砂防ダム側の側面にブラシ材もしくは繊維素材からなるフィルター部材を取り付けられていることをも特徴とするものである。 The water intake mechanism of the sabo dam according to the present invention is characterized in that the above-described lodging or deformable water intake basin has a filter member made of a brush material or a fiber material attached to a side surface on the sabo dam side. .

以上のように、倒伏もしくは変形可能な取水用樋を製作し、これを砂防ダムの水通しの下流側に配置し、その端末を砂防ダムの袖部まで伸ばすものとする。そうした場合、砂防ダムの水通しを通過した水は自然に取水用樋内に落下し、さらに取水用樋の中を流下して砂防ダムの袖部に達するようにすることで取水が可能となる。
一方、洪水時には大量の流水が取水用樋の側壁に衝突するため、取水用樋には大きな力が働く。そうした場合には、取水用樋の破損を防ぐため、取水用樋を倒伏もしくは変形させて流水との衝突を回避する。洪水が収束したところで再び取水用髄を元の状態に戻せば取水を再開することが可能となる。
As described above, the intake or deformable water intake basin is manufactured, arranged on the downstream side of the water passage of the sabo dam, and the terminal is extended to the sleeve part of the sabo dam. In such a case, the water that has passed through the sabo dam will naturally fall into the intake basin and then flow down through the intake basin to reach the sleeve of the sabo dam. .
On the other hand, a large amount of running water collides with the side wall of the intake basin during a flood, so a large force acts on the intake basin. In such a case, in order to prevent damage to the water intake basin, the water intake basin is overlaid or deformed to avoid collision with running water. When the flood has converged, the water intake can be resumed by returning the marrow to the original state again.

また、取水に伴い土砂や落ち葉も取水用樋に流れ込むと考えられるが、取水用樋内に土砂や落ち葉がたまって取水の障害となった場合、取水用樋を倒伏もしくは変形させて中の土砂や構築をダムの下流側に落下させる。その後再び取水用樋を元の状態に戻して取水を再開する。
以上のプロセスを自動制御により繰り返せば、取水を継続することが可能となる。
In addition, it is thought that sediment and fallen leaves flow into the intake basin along with the water intake. Or drop the construction down the dam. After that, the water intake basin is returned to its original state and water intake is resumed.
If the above process is repeated by automatic control, water intake can be continued.

この発明の砂防ダムの取水機構は以上のように構成したので、構造が単純でメンテナンスが容易であり、かつ常態における取水と、洪水時や土砂等による詰まり発生時における取水用樋の倒伏とを簡単に切り替えることが可能な砂防ダムの取水機構を提供することができる。 Since the water intake mechanism of the sabo dam of the present invention is configured as described above, the structure is simple and maintenance is easy, and the intake water in the normal state and the collapse of the water intake dredge in the event of a clogging due to flooding or earth and sand, etc. A water intake mechanism of a sabo dam that can be easily switched can be provided.

その他、取水用樋の内側にブラシや繊維素材で構成したフィルターを取り付けたので、取水を停滞させることがなく、またフィルター部分にからめとられた塵芥は、取水用樋を倒伏させて流水をフィルター部分に通水するだけで押し流して除去することができる。 In addition, since a filter made of brush or fiber material is attached inside the intake basin, the intake water will not be stagnant, and the dust trapped in the filter part will fall down and filter the flowing water. It can be swept away by simply passing water through the part.

この発明の砂防ダムの取水機構の実施の形態を示す取水時の側面図である。It is a side view at the time of water intake which shows embodiment of the water intake mechanism of the sabo dam of this invention. その正面図である。It is the front view. 非取水時の側面図である。It is a side view at the time of non-water intake. その正面図である。It is the front view. この発明の砂防ダムの取水機構の別の実施の形態を示す取水時の側面図である。It is a side view at the time of water intake which shows another embodiment of the water intake mechanism of the sabo dam of this invention. 非取水時の側面図である。It is a side view at the time of non-water intake.

以下、この発明の砂防ダムの取水機構の実施の形態を図面に基いて詳細に説明する。
図1ないし図4に示すように、この発明の第1実施例における砂防ダムの取水機構は、倒伏可能な取水用樋12を砂防ダム11の水通しの下流側に配置し、その端末を砂防ダム11の袖部13まで延長したものである。
Embodiments of a water intake mechanism for a sabo dam according to the present invention will be described below in detail with reference to the drawings.
As shown in FIGS. 1 to 4, the water intake mechanism of the sabo dam according to the first embodiment of the present invention is configured such that a falling water intake 12 is disposed on the downstream side of the water passage of the sabo dam 11, and its terminal is a sabo. It extends to the sleeve 13 of the dam 11.

すなわち、この発明の第1実施例における砂防ダムの取水機構において前記倒伏可能な取水用樋12は、該取水用樋12を構成する鋼板やレジンコンクリート、FRP等の各種の素材からなる板材21を、砂防ダム11の水通しの下流側に連結する部位に回転軸22を設けて回動可能に連結し、起立および倒伏できるようにしたものである。
その際、前記板材21に適宜間隔で設けたフック付きのアームやアクチュエータ付きの支持アーム等からなるロック部材(図示せず)を解除し、適宜該板材21を倒伏できるようにしてある。
That is, in the water intake mechanism of the sabo dam according to the first embodiment of the present invention, the falling water intake 12 is a plate 21 made of various materials such as a steel plate, resin concrete, FRP, etc. constituting the water intake 12. The rotary shaft 22 is provided at a portion connected to the downstream side of the water passage of the sabo dam 11 so as to be pivotably connected so that it can stand up and fall.
At that time, a lock member (not shown) made up of an arm with a hook or a support arm with an actuator provided at an appropriate interval on the plate member 21 is released so that the plate member 21 can be suitably laid down.

したがって図1に示すように、常態においては砂防ダム11の水通しの下流側に配置した前記取水用樋12による取水が可能であり、該取水用樋12の端末を砂防ダム11の袖部13まで伸ばしてあるので、砂防ダムの水通しを通過した水は自然に取水用樋12内に落下し、さらに取水用樋12の中を流下して砂防ダム1の袖部13に達して取水配管(図示せず)を経由した取水が可能となる。 Accordingly, as shown in FIG. 1, in the normal state, water can be taken by the water intake basin 12 disposed on the downstream side of the water passage of the sabo dam 11, and the end of the water intake basin 12 is connected to the sleeve portion 13 of the sabo dam 11. The water that has passed through the sabo dam will naturally fall into the intake basin 12 and then flow down through the intake basin 12 to reach the sleeve 13 of the sabo dam 1 and the intake pipe. Water can be taken via (not shown).

一方、洪水時には大量の流水が取水用樋12の側壁に衝突するため、取水用樋12には大きな力が働く。そうした場合には、取水用樋12の破損を防ぐため、取水用樋12をロック部材を解除して倒伏させて流水との衝突を回避する。
また、土砂や塵芥、落ち葉等によって前記取水用樋12に詰まりが発生した時には、図3に示すように該取水用樋12を倒伏させて取水を一時的に停止することにより、前記取水用樋12中の土砂や塵芥、落ち葉等を砂防ダム11の下流側に落下させれば、洪水や詰まりによるトラブルを避けることができる。
その後、洪水や詰まりが解消したときには、取水用樋12を図1に示す元の状態に復帰させれば簡単に取水を再開することができる。
以上のプロセスを自動制御により繰り返せば、取水を継続することが可能となる。
On the other hand, since a large amount of water collides with the side wall of the water intake basin 12 during a flood, a great force acts on the water intake basin 12. In such a case, in order to prevent damage to the water intake basin 12, the water intake basin 12 is released by releasing the lock member to avoid collision with running water.
Further, when clogging occurs in the water intake trough 12 due to earth and sand, dust, fallen leaves, etc., the water intake trough 12 is overturned as shown in FIG. If the earth and sand, dust, fallen leaves, etc. in 12 are dropped to the downstream side of the sabo dam 11, troubles due to flooding and clogging can be avoided.
Thereafter, when the flood or clogging is resolved, the water intake can be easily resumed by returning the water intake basin 12 to the original state shown in FIG.
If the above process is repeated by automatic control, water intake can be continued.

なお、前記倒伏可能な取水用樋12には、砂防ダム11側の側面にブラシ材23からなるフィルター部材が取り付けられている。
すなわち、取水に伴って塵芥や落ち葉等も取水用樋12に流れ込むと考えられるが、取水用樋12内に流入した塵芥や落ち葉等24はフィルター部材によってからめとられ、取水用の配管内に流入することを防止することができる。
In addition, a filter member made of a brush material 23 is attached to the side surface on the side of the sabo dam 11 in the above-described falling water intake trough 12.
That is, it is considered that dust and fallen leaves flow into the water intake basin 12 with water intake, but the dust and fallen leaves 24 that have flowed into the water intake basin 12 are entangled by the filter member and flow into the water intake pipe. Can be prevented.

この発明の砂防ダムの取水機構の第2の実施例は、図5および図6のように、前記変形可能な取水用樋12が、取水用樋12を構成するエアを充填した板状の空気袋31の下端を砂防ダム11の水通しの下流側に連結したものである。もちろん、板状の空気袋31そのものの剛性によって取水用樋12としての機能を持たせることは充分可能であるが、前記板状の空気袋31に適宜間隔で設けたフック付きのアームやアクチュエータ付きの支持アーム等からなるロック部材(図示せず)を取り付け、適宜該板材21を起立もしくは倒伏できるようにすることもできる。 As shown in FIGS. 5 and 6, the second embodiment of the water intake mechanism of the sabo dam according to the present invention is a plate-like air in which the deformable water intake 12 is filled with the air constituting the water intake 12. The lower end of the bag 31 is connected to the downstream side of the water passage of the sabo dam 11. Of course, the rigidity of the plate-like air bag 31 itself can sufficiently provide the function as the water intake trough 12, but the plate-like air bag 31 has an arm with a hook and an actuator provided at appropriate intervals. It is also possible to attach a lock member (not shown) composed of a support arm or the like so that the plate member 21 can be raised or fallen appropriately.

したがって、図5の前記板状の空気袋31の起立状態において取水し、洪水や詰まり等が発生したときには板状の空気袋31の充填エアを脱気すれば、図6のように前記取水用樋12中の土砂や塵芥、落ち葉等を砂防ダム11の下流側に落下させることができる。
もちろん、洪水や詰まり等が解消したときには、取水用樋12を図5に示す元の状態に復帰させれば簡単に取水を再開することができる。
Therefore, if water is taken in the standing state of the plate-like air bag 31 shown in FIG. 5 and the air filled in the plate-like air bag 31 is degassed when a flood or clogging occurs, the water intake as shown in FIG. The earth and sand, dust, fallen leaves, etc. in the cage 12 can be dropped to the downstream side of the sabo dam 11.
Of course, when flooding or clogging is resolved, water intake can be easily resumed by returning the water intake trough 12 to the original state shown in FIG.

なお、前記倒伏可能な取水用樋12には、砂防ダム11側の側面に繊維素材32からなるフィルター部材が取り付けられている。
すなわち、取水に伴って塵芥や落ち葉等も取水用樋12に流れ込むと考えられるが、取水用樋12内に流入した塵芥や落ち葉等はフィルター部材によってからめとられ、取水用の配管内に流入することを防止することができる。
In addition, a filter member made of a fiber material 32 is attached to the side surface on the side of the sabo dam 11 to the water intake tub 12 that can fall down.
That is, it is considered that dust, fallen leaves, and the like flow into the water intake basin 12 with water intake, but dust, fallen leaves, etc. that have flowed into the water intake basin 12 are entangled by the filter member and flow into the water intake pipe. This can be prevented.

この発明の砂防ダムの取水機構は以上のように構成したので、構造が単純でメンテナンスが容易であり、かつ常態における取水と、洪水時や土砂等による詰まり発生時における取水用樋の倒伏とを簡単に切り替えることが可能な砂防ダムの取水機構を提供することができる。 Since the water intake mechanism of the sabo dam of the present invention is configured as described above, the structure is simple and maintenance is easy, and the intake water in the normal state and the collapse of the water intake dredge in the event of a clogging due to flooding or earth and sand, etc. A water intake mechanism of a sabo dam that can be easily switched can be provided.

その他、この発明の趣旨を損なわない限りにおいて、砂防ダム以外の適宜のダム類にも適用することが可能である。 In addition, as long as the gist of the present invention is not impaired, the present invention can be applied to appropriate dams other than sabo dams.

11 砂防ダム
12 取水用樋
13 袖部
21 板材
22 回転軸
23 ブラシ材
24 塵芥や落ち葉等
31 板状の空気袋
32 繊維素材
DESCRIPTION OF SYMBOLS 11 Sabo dam 12 Water intake 13 Sleeve part 21 Plate material 22 Rotating shaft 23 Brush material 24 Dust, fallen leaves, etc. 31 Plate-shaped air bag 32 Textile material

Claims (4)

倒伏もしくは変形可能な取水用樋を砂防ダムの水通しの下流側に配置し、その端末を砂防ダムの袖部まで延長することにより、常態においては前記取水用樋による取水が可能であり、洪水時や土砂等によって前記取水用樋が詰まりを発生した時には取水用樋を倒伏もしくは変形させて洪水や詰まりによるトラブルを避け、洪水や詰まりが解消したときには取水用樋を元の状態に復帰させて取水を再開するようにしたことを特徴とする砂防ダムの取水機構。 By placing an inflatable or deformable intake basin downstream of the sabo dam, and extending its terminal to the sleeve of the sabo dam, the intake basin can normally be taken in by the sabo dam. When the intake basin is clogged due to time or earth and sand, the intake basin is overlaid or deformed to avoid troubles caused by flooding or clogging, and when the flood or clogging is resolved, the intake basin is returned to its original state. Sabo dam intake mechanism characterized by resuming intake. 前記倒伏可能な取水用樋が、取水用樋を構成する板材を砂防ダムの水通しの下流側に連結する部位に回転軸を設けて倒伏可能とし、前記板材に設けたロック部材を解除して該板材を倒伏できるようにしたことを特徴とする請求項1記載の砂防ダムの取水機構。 The above-mentioned fallable intake dredging can be fallen by providing a rotary shaft at a site where the plate material constituting the intake dredge is connected to the downstream side of the water passage of the sabo dam, and the lock member provided on the above plate material is released. 2. A water intake mechanism for a sabo dam according to claim 1, wherein the plate material can be laid down. 前記変形可能な取水用樋が、取水用樋を構成するエアを充填した板状の空気袋の下端を砂防ダムの水通しの下流側に連結し、前記板状の空気袋の充填エアを脱気して該板状の空気袋を倒伏できるようにしたことを特徴とする請求項1記載の砂防ダムの取水機構。 The deformable water intake saddle connects the lower end of a plate-shaped air bag filled with air that constitutes the water intake water intake to the downstream side of the water passage of the sabo dam, and removes the air filled in the plate air bag. 2. A water intake mechanism for a sabo dam according to claim 1, wherein said plate-shaped air bag can be laid down. 前記倒伏もしくは変形可能な取水用樋が、砂防ダム側の側面にブラシ材もしくは繊維素材からなるフィルター部材を取り付けられていることを特徴とする請求項1記載の砂防ダムの取水機構。 2. The water intake mechanism for a sabo dam according to claim 1, wherein the inflatable or deformable water intake basin has a filter member made of a brush material or a fiber material attached to a side surface on the sabo dam side.
JP2010165972A 2010-07-23 2010-07-23 Intake mechanism of Sabo Dam Expired - Fee Related JP5080620B2 (en)

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