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JPH1082034A - Rubber weir group - Google Patents

Rubber weir group

Info

Publication number
JPH1082034A
JPH1082034A JP8237810A JP23781096A JPH1082034A JP H1082034 A JPH1082034 A JP H1082034A JP 8237810 A JP8237810 A JP 8237810A JP 23781096 A JP23781096 A JP 23781096A JP H1082034 A JPH1082034 A JP H1082034A
Authority
JP
Japan
Prior art keywords
rubber
river
weir
rubber weir
fishes
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.)
Granted
Application number
JP8237810A
Other languages
Japanese (ja)
Other versions
JP3630869B2 (en
Inventor
Katsu Kaneko
克 金子
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.)
Bridgestone Corp
Original Assignee
Bridgestone 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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP23781096A priority Critical patent/JP3630869B2/en
Publication of JPH1082034A publication Critical patent/JPH1082034A/en
Application granted granted Critical
Publication of JP3630869B2 publication Critical patent/JP3630869B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/60Ecological corridors or buffer zones

Landscapes

  • Barrages (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a rubber weir group, by which fishes can ascend a river easily even when the water level of the river lowers and which is not damaged when fishes flow down. SOLUTION: Since recessed sections 12A, 14A, 16A are formed on the overflow surfaces of rubber weirs 12, 14, 16 constituting the rubber weir group 10 and the overflow surfaces are lowered partially, fish passes, on which fishes ascend, can be ensured even when a water level on the upstream side lowers. Since the places of the recessed sections 12A, 14A, 16A are displaced in the river-width direction and formed zigzag, the flow of water is slowed, and fishes can ascend easily. Retarding basins, in which fishes cam rest, are constituted by arranging a plurality of the rubber weirs 12, 14, 16 at regular intervals in the flow-down direction of the river, heads among the rubber weirs and the rubber weirs are reduced, and fishes are not damaged when fishes flow down.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、河川に構築され、
回遊する魚の通路としての魚道を備えたゴム堰群に関す
る。
TECHNICAL FIELD The present invention relates to the construction of a river,
The present invention relates to a group of rubber weirs having a fishway as a passage for migrating fish.

【0002】[0002]

【従来の技術】河川の流れを堰き止め、流量を調整する
堰としてゴム堰が実用化されている。図6に示すよう
に、ゴム堰40は、ゴム膜42を二つ折りにし、重ね合
わせた部分を河床46にボルト48で固定することで構
成され、その中空部44に流体を流入して膨らますこと
によって、堰として機能するようになっている。
2. Description of the Related Art Rubber dams have been put into practical use as dams for blocking the flow of a river and adjusting the flow rate. As shown in FIG. 6, the rubber weir 40 is formed by folding the rubber film 42 in two, and fixing the overlapped portion to the riverbed 46 with bolts 48. Thus, it functions as a weir.

【0003】このようなゴム堰40は、河川の幅方向に
沿って高さが一様であるため、上流側の水位が下がる
と、水が越流しないので、魚が遡上できない。これに対
処するため、中空部44から流体を排出して、ゴム堰4
0の高さを低くする方法も考えられるが、河川管理が煩
雑になる。
[0003] Such a rubber weir 40 has a uniform height along the width direction of the river, so that when the water level on the upstream side falls, the water does not overflow, so that fish cannot go up. To cope with this, the fluid is discharged from the hollow portion 44 and the rubber weir 4
Although a method of reducing the height of 0 is conceivable, the river management becomes complicated.

【0004】また、魚が上流から下流へ流下する場合、
ゴム堰40の頂面(越流面)から下流側の河床までの落
差が大きいと、ダメージを受けてしまう。
[0004] When fish flow from upstream to downstream,
If the head from the top surface (overflow surface) of the rubber weir 40 to the riverbed on the downstream side is large, it will be damaged.

【0005】[0005]

【発明が解決しようとする課題】本発明は係る事実を考
慮し、河川の水位が下がっても魚が遡上でき、また、魚
が流下する際にダメージを受けないゴム堰群を提供する
ことを課題とする。
SUMMARY OF THE INVENTION In view of the above facts, the present invention provides a group of rubber weirs that allows fish to run up even when the water level of a river drops and that does not suffer damage when the fish flow down. As an issue.

【0006】[0006]

【課題を解決するための手段】請求項1に記載の発明で
は、ゴム堰が河川を堰き止めるように配置され、膨張あ
るいは収縮して河川の水位を調整するようになってい
る。
According to the first aspect of the present invention, the rubber weir is arranged so as to block the river, and expands or contracts to adjust the water level of the river.

【0007】このゴム堰の越流面には、凹部が形成され
ており、上流側の水位が下がっても、この凹部から水が
越流するので、魚が遡上する魚道を確保できる。また、
ゴム堰を河川の流下方向に所定の間隔を置いて複数配置
することにより、ゴム堰とゴム堰との間に、魚が休息で
きる遊水池が構成される。
A concave portion is formed on the overflow surface of the rubber weir, and even if the water level on the upstream side falls, water flows from the concave portion, so that a fishway for fish to run up can be secured. Also,
By arranging a plurality of rubber weirs at predetermined intervals in the flowing direction of the river, a basin in which fish can rest can be formed between the rubber weirs.

【0008】請求項2に記載の発明では、隣合うゴム堰
の凹部の位置が、川幅方向にずれている。このため、凹
部から越流する水が蛇行して、流れが緩やかになり、魚
は難なく遡上できる。
According to the second aspect of the invention, the positions of the concave portions of the adjacent rubber dams are shifted in the river width direction. For this reason, the water flowing from the concave portion meanders, the flow becomes gentle, and the fish can go up without difficulty.

【0009】請求項3に記載の発明では、ゴム堰の越流
面の高さが、川下に行くに従って順次低くされている。
これによって、ゴム堰とゴム堰との間の落差が小さくな
り、魚が下流する際にダメージを受けない。
According to the third aspect of the present invention, the height of the overflow surface of the rubber weir is gradually reduced toward the downstream.
As a result, the head between the rubber weir and the rubber weir is reduced, and the fish is not damaged when going downstream.

【0010】請求項4に記載の発明では、ゴム堰が設置
される河床面を部分的に切下げ、この切り下げた部分に
ゴム堰の下面が嵌まり込むように、膨張させることによ
り、この切り下げた部分と対応する越流面の部分に凹部
が形成される。従って、一般に使用されているゴム堰が
そのまま使用可能となる。
According to the fourth aspect of the present invention, the riverbed surface on which the rubber weir is installed is partially cut down, and the lower surface of the rubber weir is expanded so that the lower surface of the rubber weir fits into the cut-down portion. A recess is formed in a portion of the overflow surface corresponding to the portion. Therefore, a commonly used rubber weir can be used as it is.

【0011】請求項5に記載の発明では、ゴム堰を構成
するゴムシートを部分的に凹設して、凹部が形成されて
いる。このため、河床を切り下げるといった作業工程が
不用となる。
According to the fifth aspect of the present invention, the rubber sheet constituting the rubber weir is partially recessed to form a recess. For this reason, the work process of cutting down the riverbed becomes unnecessary.

【0012】[0012]

【発明の実施の形態】図1〜図3には、本形態に係るゴ
ム堰群10が示されている。このゴム堰群10は、上流
から下流にかけて高さが低くされたゴム堰12、14、
16で構成されている。
1 to 3 show a rubber weir group 10 according to the present embodiment. The rubber weir group 10 includes rubber weirs 12, 14 whose height has been reduced from upstream to downstream.
16.

【0013】ゴム堰12、14、16は、帯状のゴム膜
18を2つ折りにして袋状とし、重なり合った部分を、
河床22の上流側へボルト20で固定することで構成さ
れている。ゴム膜18の両端(岸側)は法面Lに水密状
態で固定され、上流の水が下流へ漏れないようになって
いる。
The rubber weirs 12, 14, and 16 are formed by folding a belt-shaped rubber film 18 into two parts to form a bag.
It is constituted by being fixed to the upstream side of the riverbed 22 with bolts 20. Both ends (shore side) of the rubber film 18 are fixed to the slope L in a watertight state, so that upstream water does not leak downstream.

【0014】一方、ゴム堰12の左岸側の越流面には、
凹部12Aが形成されており、ゴム堰12の高さが部分
的に低くなっている。また、ゴム堰14の越流面には、
凹部12Aと川幅方向へずれるようにして、右岸側に凹
部14Aが形成されている。さらに、ゴム堰16の越流
面には、凹部14Aと川幅方向へずれるようにして、左
岸側に凹部16Aが形成されている。
On the other hand, on the overflow surface on the left bank side of the rubber weir 12,
The recess 12A is formed, and the height of the rubber weir 12 is partially reduced. On the overflow surface of the rubber weir 14,
A recess 14A is formed on the right bank side so as to be shifted from the recess 12A in the river width direction. Further, a recess 16A is formed on the left bank side of the overflow surface of the rubber weir 16 so as to be shifted from the recess 14A in the river width direction.

【0015】このように、凹部12A、14A、16A
を形成し、越流面を部分的に低くすることによって、図
3に示すように、上流側の水位が下がっても、この凹部
12A、14A、16Aから水が越流するので、魚が遡
上する魚道を確保できる。また、凹部12A、14A、
16Aの位置が、川幅方向にずれ千鳥状となっているの
で、流れが蛇行して凹部から越流する水の流れが緩やか
になり、魚は難なく遡上できる。
Thus, the recesses 12A, 14A, 16A
As shown in FIG. 3, the water overflows from the recesses 12A, 14A, and 16A even when the water level on the upstream side drops, so that the fish The upper fishway can be secured. Also, the recesses 12A, 14A,
Since the position of 16A is staggered in the river width direction, the flow is meandering, the flow of water flowing from the concave portion is gentle, and the fish can go up without difficulty.

【0016】なお、ゴム堰の越流面に凹部を形成する方
法として、図4に示すように、ゴム堰12、14、16
が設置される河床22を切下げて溝26、28、30を
設け、ゴム堰12、14、16の下面が嵌まり込むよう
に膨張させ、この溝26、28、30と対応する部分に
凹部12A、14A、16Aを形成してもよい。これに
よって、一般に使用されているゴム堰がそのまま使え
る。
As a method for forming a concave portion on the overflow surface of the rubber weir, as shown in FIG. 4, rubber weirs 12, 14, 16 are used.
Is cut down to provide the grooves 26, 28, 30 and expanded so that the lower surfaces of the rubber weirs 12, 14, 16 are fitted. , 14A, 16A. This allows a commonly used rubber weir to be used as is.

【0017】また、図5に示すように、ゴム堰12、1
4、16を構成するゴム膜32を部分的に凹設して、凹
部を構成してもよい。これによって、河床22を切り下
げるといった作業工程が不用となる。
Further, as shown in FIG.
The rubber films 32 constituting the parts 4 and 16 may be partially recessed to form recesses. This eliminates the need for a work process such as cutting down the riverbed 22.

【0018】なお、上記した2つの方法の内、どちらの
工法を採用するかは、ゴム堰群10が設置される河川の
状況によって選択されるものである。
Which of the above two methods is to be adopted depends on the condition of the river where the rubber weir group 10 is installed.

【0019】次に、本形態に係るゴム堰群の作用を説明
する。ゴム堰群10を構成するゴム堰12、14、16
は、膨張あるいは収縮して河川の水位を調整する。ゴム
堰12、14、16の越流面には、凹部12A、14
A、16Aが形成され、越流面が部分的に低くされてい
るので、上流側の水位が下がっても、魚が遡上する魚道
を確保できる。また、凹部12A、14A、16Aの位
置が、川幅方向にずれ千鳥状となっているので、水の流
れが緩やかになり、魚は難なく遡上できる。
Next, the operation of the rubber weir group according to this embodiment will be described. Rubber weirs 12, 14, 16 constituting the rubber weir group 10
Adjusts the water level of the river by expanding or contracting. The overflow surfaces of the rubber weirs 12, 14, 16 have concave portions 12A, 14A,
A and 16A are formed, and the overflow surface is partially lowered, so that even if the water level on the upstream side drops, a fishway for fish to run up can be secured. In addition, since the positions of the recesses 12A, 14A, and 16A are shifted in the river width direction and are staggered, the flow of water becomes gentle, and fish can go up without difficulty.

【0020】また、ゴム堰12、14、16を河川の流
下方向に所定の間隔を置いて複数配置することにより、
魚が休息できる遊水池が構成され、ゴム堰とゴム堰との
間の落差が小さくなり、魚が下流する際にダメージを受
けない。
Also, by arranging a plurality of rubber weirs 12, 14, 16 at predetermined intervals in the downflow direction of the river,
A retarding pond where fish can rest is formed, and the head between the rubber weirs is reduced, so that the fish is not damaged when going downstream.

【0021】[0021]

【発明の効果】本発明は上記構成としたので、河川の水
位が下がっても魚が容易に遡上でき、また、魚が流下す
る際にダメージを受けない。
According to the present invention, the fish can easily run up even if the water level of the river drops, and the fish does not suffer damage when flowing down.

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

【図1】本形態に係るゴム堰群を示した部分斜視図であ
る。
FIG. 1 is a partial perspective view showing a rubber weir group according to the present embodiment.

【図2】本形態に係るゴム堰群を示した断面図である。FIG. 2 is a cross-sectional view illustrating a rubber weir group according to the present embodiment.

【図3】本形態に係るゴム堰群を示した断面図である。FIG. 3 is a cross-sectional view showing a rubber weir group according to the present embodiment.

【図4】本形態に係るゴム堰群を構成するゴム堰の凹部
の形成方法を示した正面図である。
FIG. 4 is a front view showing a method of forming a concave portion of the rubber weir constituting the rubber weir group according to the present embodiment.

【図5】本形態に係るゴム堰群を構成するゴム堰の凹部
の形成方法を示した正面図である。
FIG. 5 is a front view showing a method of forming a concave portion of the rubber weir constituting the rubber weir group according to the present embodiment.

【図6】従来のゴム堰を示した断面図である。FIG. 6 is a sectional view showing a conventional rubber weir.

【符号の説明】[Explanation of symbols]

12 ゴム堰 14 ゴム堰 16 ゴム堰 12A 凹部 14A 凹部 16A 凹部 12 rubber weir 14 rubber weir 16 rubber weir 12A concave 14A concave 16A concave

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 河川を堰き止めるように配置され、膨張
あるいは収縮して河川の水位を調整するゴム堰におい
て、 越流面に魚道用の凹部が形成されたゴム堰を河川の流下
方向に所定の間隔を置いて複数配置したことを特徴とす
るゴム堰群。
1. A rubber weir, which is arranged so as to block a river and expands or contracts to adjust the water level of the river, wherein a rubber weir having a recess for a fishway formed on an overflow surface is provided in a downstream direction of the river. A group of rubber weirs, characterized by being arranged at a plurality of intervals.
【請求項2】 隣合う前記ゴム堰の前記凹部の位置が、
川幅方向にずれていることを特徴とする請求項1に記載
のゴム堰群。
2. The position of the concave portion of the adjacent rubber weir,
The group of rubber weirs according to claim 1, wherein the groups are shifted in a river width direction.
【請求項3】 前記ゴム堰の越流面の高さが、川下に行
くに従って順次低くされていることを特徴とする請求項
1又は請求項2に記載のゴム堰群。
3. The group of rubber weirs according to claim 1, wherein a height of an overflow surface of the rubber weir is gradually reduced toward downstream.
【請求項4】 前記凹部が、前記ゴム堰が設置される河
床面を部分的に切下げ、この切り下げた部分にゴム堰の
下面を嵌め込むことによって形成されたことを特徴とす
る請求項1〜請求項3の何れかに記載のゴム堰。
4. The concave portion is formed by partially cutting down a riverbed surface on which the rubber weir is installed, and fitting a lower surface of the rubber weir into the cut-down portion. The rubber weir according to claim 3.
【請求項5】 前記凹部が、前記ゴム堰を構成するゴム
シートを部分的に凹設して形成されたことを特徴とする
請求項1〜請求項3の何れかに記載のゴム堰。
5. The rubber weir according to claim 1, wherein the concave portion is formed by partially recessing a rubber sheet constituting the rubber weir.
JP23781096A 1996-09-09 1996-09-09 Rubber weirs Expired - Fee Related JP3630869B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23781096A JP3630869B2 (en) 1996-09-09 1996-09-09 Rubber weirs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23781096A JP3630869B2 (en) 1996-09-09 1996-09-09 Rubber weirs

Publications (2)

Publication Number Publication Date
JPH1082034A true JPH1082034A (en) 1998-03-31
JP3630869B2 JP3630869B2 (en) 2005-03-23

Family

ID=17020750

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23781096A Expired - Fee Related JP3630869B2 (en) 1996-09-09 1996-09-09 Rubber weirs

Country Status (1)

Country Link
JP (1) JP3630869B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9028170B2 (en) 2001-07-09 2015-05-12 Henry K. Obermeyer Water control apparatus
CN111535258A (en) * 2020-06-01 2020-08-14 上海勘测设计研究院有限公司 Weir structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9028170B2 (en) 2001-07-09 2015-05-12 Henry K. Obermeyer Water control apparatus
US9765495B2 (en) 2001-07-09 2017-09-19 Henry K. Obermeyer Water control apparatus
US10370813B2 (en) 2001-07-09 2019-08-06 Henry K. Obermeyer Water control apparatus
CN111535258A (en) * 2020-06-01 2020-08-14 上海勘测设计研究院有限公司 Weir structure
CN111535258B (en) * 2020-06-01 2025-03-04 上海勘测设计研究院有限公司 Weir structure

Also Published As

Publication number Publication date
JP3630869B2 (en) 2005-03-23

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