JP4573618B2 - River intake structure - Google Patents

River intake structure Download PDF

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JP4573618B2
JP4573618B2 JP2004303115A JP2004303115A JP4573618B2 JP 4573618 B2 JP4573618 B2 JP 4573618B2 JP 2004303115 A JP2004303115 A JP 2004303115A JP 2004303115 A JP2004303115 A JP 2004303115A JP 4573618 B2 JP4573618 B2 JP 4573618B2
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recess
membrane member
water
river
intake
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JP2006112186A (en
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俊夫 松林
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大和機械設備株式会社
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    • 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
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • 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
    • Y02E10/20Hydro energy

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Description

本発明は、河川から上水や灌漑用等の水を取水する河川取水構造に関する。   The present invention relates to a river intake structure for taking water for irrigation and the like from a river.

河川から上水や灌漑用等の水を取水する河川取水構造には、河川の底に岸壁と連なる凹部を掘削し、この凹部と連なる岸壁に、下端が凹部の上端よりも下方に位置する取水口を設け、河川の水位が低下しても十分な取水ができるようにしたものがある。   A river intake structure that draws water for irrigation, etc. from a river, excavates a recess connected to the quay at the bottom of the river, and the intake is such that the lower end is located below the upper end of the recess in the quay connected to the recess. Some have a mouth so that sufficient water can be taken even if the river level drops.

この種の河川取水構造では、凹部のある部分で水深が深くなって流速が遅くなるので、流水中に含まれる砂が沈降して凹部に堆積する。このように凹部に砂が堆積すると、取水口に多くの砂が入り込み、さらには取水口が閉塞される恐れがあるので、従来は、取水口の上流側を堰き止めて、人手またはパワーショベルによって凹部に堆積した砂を排出している。   In this type of river intake structure, the water depth becomes deeper and the flow velocity becomes slower in the portion with the recess, so that the sand contained in the flowing water settles and accumulates in the recess. If sand accumulates in the recesses in this way, a large amount of sand may enter the intake port, and the intake port may be blocked. Conventionally, the upstream side of the intake port is dammed and manually or by a power shovel. The sand accumulated in the recess is discharged.

なお、取水構造は少し異なるが、取水口を凹部の底から立ち上げた取水管の先端に設けたものもある(例えば、特許文献1参照)。特許文献1に記載されたものでは、凹部の下流側をスロープとし、このスロープに沿って堆積した砂を下流側に排出するように、油圧ジャッキで排砂板を駆動する排砂装置を設けている。   In addition, although a water intake structure differs a little, there also exists what provided the water intake at the front-end | tip of the water intake pipe raised from the bottom of the recessed part (for example, refer patent document 1). In what is described in Patent Document 1, a sand discharge device that drives a sand discharge plate with a hydraulic jack is provided so that the downstream side of the recess is a slope, and the sand accumulated along the slope is discharged to the downstream side. Yes.

実開昭61−116824号公報Japanese Utility Model Publication No. 61-116824

上述した取水口を設けた岸壁に連なる凹部を掘削した河川取水構造での凹部に堆積した砂の排出作業は、多大な労力と時間を要する問題がある。この種の河川取水構造には、特許文献1に記載された排砂装置を採用することもできるが、排砂装置が非常に高価なものとなる。   The discharge operation of the sand accumulated in the recess in the river intake structure excavating the recess connected to the quay with the intake port described above has a problem that requires a great amount of labor and time. Although this type of river intake structure can employ the sand discharging device described in Patent Document 1, the sand discharging device becomes very expensive.

そこで、本発明の課題は、取水口を設けた岸壁に連なる凹部を掘削した河川取水構造において、簡単かつ安価な手段で凹部への砂の堆積を防止することである。   Accordingly, an object of the present invention is to prevent sedimentation of sand in a recess by a simple and inexpensive means in a river intake structure in which a recess connected to a quay wall provided with an intake port is excavated.

上記の課題を解決するために、本発明は、河川の底に少なくとも一方の岸壁と連なる凹部を掘削し、この凹部と連なる岸壁に、下端が凹部の上端よりも下方に位置する取水口を設けた河川取水構造において、前記凹部を覆う膜部材と、この膜部材を前記凹部の底と上端との間で上下させる手段を設け、取水時には前記膜部材を前記凹部の底に下げ、それ以外の時は前記膜部材を前記凹部の上端まで上げるようにした構成を採用した。   In order to solve the above-described problems, the present invention excavates a recess connected to at least one quay at the bottom of a river, and provides a water intake whose lower end is located below the upper end of the recess in the quay connected to the recess. In the river intake structure, a membrane member that covers the concave portion and a means for moving the membrane member up and down between the bottom and the upper end of the concave portion are provided, and at the time of water intake, the membrane member is lowered to the bottom of the concave portion. In some cases, a configuration was adopted in which the membrane member was raised to the upper end of the recess.

すなわち、取水口を設けた岸壁と連なる凹部を覆う膜部材と、この膜部材を凹部の底と上端との間で上下させる手段を設け、取水時には膜部材を凹部の底に下げ、それ以外の時は膜部材を凹部の上端まで上げることにより、膜部材を凹部の上端まで上げたときは、凹部の部分で河川の流速を低下させずに砂が沈降しないようにするとともに、取水中に膜部材を凹部の底に下げているときにその上面へ沈降して堆積する砂は、取水後に膜部材を凹部の上端まで上げたときに下流側へ流されるようにし、簡単かつ安価な手段で凹部への砂の堆積を防止できるようにした。   That is, a membrane member that covers the recess connected to the quay with the intake port and means for moving the membrane member up and down between the bottom and the upper end of the recess are provided, and the membrane member is lowered to the bottom of the recess at the time of water intake. When the membrane member is raised to the upper end of the recess, the sand is prevented from sinking without lowering the flow rate of the river at the recess, and the membrane is taken into the intake water. Sand that settles and accumulates on the upper surface when the member is lowered to the bottom of the recess is allowed to flow downstream when the membrane member is raised to the upper end of the recess after water intake. It was made possible to prevent sand accumulation on the surface.

前記膜部材を上下させる手段を、膜部材の下側で前記凹部に流体を供給して、その流体圧で膜部材を上下させるものとすることにより、凹部に機械的な駆動装置を設けることなく、簡単な構成で膜部材を上下させることができる。   The means for raising and lowering the membrane member is such that a fluid is supplied to the concave portion below the membrane member and the membrane member is moved up and down by the fluid pressure, so that a mechanical driving device is not provided in the concave portion. The membrane member can be moved up and down with a simple configuration.

前記膜部材を可撓性のものとし、その外周を前記凹部の側壁に係止することにより、膜部材を簡単に凹部へ取り付けることができる。   By making the membrane member flexible and locking its outer periphery to the side wall of the recess, the membrane member can be easily attached to the recess.

前記凹部の上端に、河川水を通すスクリーン部材を差し渡すことにより、膜部材が凹部の上方へ突出するのを防止することができる。   By passing a screen member through which river water passes to the upper end of the concave portion, it is possible to prevent the membrane member from protruding above the concave portion.

本発明の河川取水構造は、取水口を設けた岸壁と連なる凹部を覆う膜部材と、この膜部材を凹部の底と上端との間で上下させる手段を設け、取水時には膜部材を凹部の底に下げ、それ以外の時は膜部材を凹部の上端まで上げることにより、膜部材を凹部の上端まで上げたときは、凹部の部分で河川の流速を低下させずに砂が沈降しないようにするとともに、取水中に膜部材を凹部の底に下げているときにその上面へ沈降して堆積する砂は、取水後に膜部材を凹部の上端まで上げたときに下流側へ流されるようにしたので、簡単かつ安価な手段で凹部への砂の堆積を防止することができる。   The river intake structure of the present invention is provided with a membrane member that covers a recess connected to a quay wall provided with a water intake, and a means for moving the membrane member up and down between the bottom and the upper end of the recess. Otherwise, the membrane member is raised to the upper end of the recess so that when the membrane member is raised to the upper end of the recess, the sand does not settle without lowering the flow velocity of the river at the recess. At the same time, when the membrane member is lowered to the bottom of the recess during the intake water, the sand that settles and accumulates on the upper surface is made to flow downstream when the membrane member is raised to the upper end of the recess after the intake. It is possible to prevent the sand from being deposited in the concave portion by simple and inexpensive means.

前記膜部材を上下させる手段を、膜部材の下側で凹部に流体を供給して、その流体圧で膜部材を上下させるものとすることにより、凹部に機械的な駆動装置を設けることなく、簡単な構成で膜部材を上下させることができる。流体としては水や空気を用いるのが好便である。   The means for moving the membrane member up and down is to supply a fluid to the recess at the lower side of the membrane member and move the membrane member up and down by the fluid pressure without providing a mechanical driving device in the recess. The membrane member can be moved up and down with a simple configuration. It is convenient to use water or air as the fluid.

前記膜部材を可撓性のものとし、その外周を凹部の側壁に係止することにより、膜部材を簡単に凹部へ取り付けることができる。   By making the membrane member flexible and locking its outer periphery to the side wall of the recess, the membrane member can be easily attached to the recess.

前記凹部の上端に、河川水を通すスクリーン部材を差し渡すことにより、膜部材が凹部の上方へ突出するのを防止することができる。なお、スクリーン部材としては、桟部材、格子部材、メッシュ部材等を用いることができる。   By passing a screen member through which river water passes to the upper end of the concave portion, it is possible to prevent the membrane member from protruding above the concave portion. As the screen member, a cross member, a lattice member, a mesh member, or the like can be used.

以下、図面に基づき、この発明の実施形態を説明する。この河川取水構造は、図1および図2に示すように、河川1の底に両方の岸壁2a、2bと連なる凹部3が掘削され、一方の岸壁2aに、中心が概ね凹部3の上端に位置する円形の取水口4が設けられており、取水口4はヒューム管5で貯水槽6に連通されている。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. In this river intake structure, as shown in FIGS. 1 and 2, a recess 3 connected to both quays 2 a and 2 b is excavated at the bottom of the river 1, and the center is positioned at one quay 2 a at the generally upper end of the recess 3. A circular water intake 4 is provided, and the water intake 4 communicates with the water storage tank 6 through a fume pipe 5.

前記凹部3のコンクリート打ちされた側壁には、可撓性の膜部材7が取り付けられ、その上端には、スクリーン部材としての桟部材8が差し渡されている。また、凹部3の底には河川1の幅方向の複数箇所で給水口9が設けられ、これらの給水口9が給水管10によって、貯水槽6に立設された給水塔11に連通されている。給水塔11の中には内部の水を貯水槽6へ排出する排水ポンプ12が設けられ、貯水槽6の中には給水塔11に水を供給する給水ポンプ13が設けられている。   A flexible membrane member 7 is attached to the concrete-plated side wall of the recess 3, and a crosspiece member 8 serving as a screen member is passed to the upper end of the flexible membrane member 7. Further, at the bottom of the recess 3, water supply ports 9 are provided at a plurality of locations in the width direction of the river 1, and these water supply ports 9 are communicated with a water supply tower 11 erected on the water storage tank 6 by a water supply pipe 10. Yes. A drainage pump 12 that discharges internal water to the water storage tank 6 is provided in the water supply tower 11, and a water supply pump 13 that supplies water to the water supply tower 11 is provided in the water storage tank 6.

前記取水口4から取水しないときは、給水ポンプ13を作動させて給水塔11の水位が上げられ、給水塔11から給水管10を通して、各給水口9から凹部3の膜部材7の下側に水が供給されて、図2(a)に示すように、その水圧によって膜部材7が上方へ押し上げられ、桟部材8の下面に密着するように凹部3の上端を覆う。このときは、凹部3の部分で河川1の流速が遅くなることはないので、流水中に含まれる砂が沈降することはない。   When water is not taken from the water intake 4, the water supply pump 13 is operated to raise the water level of the water supply tower 11, through the water supply pipe 11 through the water supply pipe 10, and from the water supply openings 9 to the lower side of the membrane member 7 of the recess 3. As shown in FIG. 2A, the membrane member 7 is pushed upward by the water pressure and covers the upper end of the recess 3 so as to be in close contact with the lower surface of the crosspiece member 8 as shown in FIG. At this time, since the flow velocity of the river 1 does not become slow at the concave portion 3, the sand contained in the running water does not sink.

前記取水口4から取水するときは、排水ポンプ12を作動させて給水塔11の水位が下げられ、前記凹部3に供給された水が給水管10から給水塔11に戻されて、図2(b)に示すように、膜部材7が凹部3の底に下げられる。このときは、凹部3の部分で河川1の流速が遅くなって、流水中から沈降する砂が膜部材7の上面に堆積するが、図中に一点鎖線で示すように、取水後に再び膜部材7を凹部3の上端に押し上げたときに、膜部材7の上に堆積した砂は下流側へ流される。   When water is taken from the water intake 4, the drain pump 12 is operated to lower the water level of the water tower 11, and the water supplied to the recess 3 is returned from the water pipe 10 to the water tower 11. As shown in b), the membrane member 7 is lowered to the bottom of the recess 3. At this time, the flow velocity of the river 1 becomes slow at the concave portion 3 and the sand that settles from the running water accumulates on the upper surface of the membrane member 7, but as shown by the alternate long and short dash line in the figure, the membrane member again after taking water. When 7 is pushed up to the upper end of the recess 3, the sand deposited on the membrane member 7 is caused to flow downstream.

上述した実施形態では、河川の両方の岸壁と連なるように凹部を掘削したが、凹部は取水口が設けられた方の岸壁のみに連なるものとしてもよい。また、取水口は全体が凹部の上端よりも下側に位置するものであってもよい。   In the above-described embodiment, the concave portion is excavated so as to be continuous with both quay walls of the river, but the concave portion may be continuous only with the quay side where the water intake is provided. Moreover, the whole water intake may be located below the upper end of a recessed part.

さらに、上述した実施形態では、膜部材を可撓性のものとしたが、剛性のある膜部材を凹部の底と上端との間で平行移動するように上下させることもできる。   Furthermore, in the above-described embodiment, the membrane member is flexible. However, the rigid membrane member can be moved up and down so as to move in parallel between the bottom and the upper end of the recess.

河川取水構造の実施形態を示す縦断面図Longitudinal sectional view showing an embodiment of river intake structure a、bは、それぞれ取水しないときと取水するときにおける図1のII−II線に沿った断面図a and b are sectional views taken along line II-II in FIG. 1 when water is not taken and when water is taken, respectively.

符号の説明Explanation of symbols

1 河川
2a、2b 岸壁
3 凹部
4 取水口
5 ヒューム管
6 貯水槽
7 膜部材
8 桟部材
9 給水口
10 給水管
11 給水塔
12 排水ポンプ
13 給水ポンプ
DESCRIPTION OF SYMBOLS 1 River 2a, 2b Quay wall 3 Recessed part 4 Water intake 5 Hume pipe 6 Water tank 7 Membrane member 8 Crosspiece member 9 Water supply port 10 Water supply pipe 11 Water supply tower 12 Drain pump 13 Water supply pump

Claims (4)

河川の底に少なくとも一方の岸壁と連なる凹部を掘削し、この凹部と連なる岸壁に、下端が凹部の上端よりも下方に位置する取水口を設けた河川取水構造において、前記凹部を覆う膜部材と、この膜部材を前記凹部の底と上端との間で上下させる手段を設け、取水時には前記膜部材を前記凹部の底に下げ、それ以外の時は前記膜部材を前記凹部の上端まで上げるようにしたことを特徴とする河川取水構造。   In a river intake structure in which a recess connected to at least one quay is drilled in the bottom of the river and a water intake whose lower end is located below the upper end of the recess is provided in the quay connected to the recess, a membrane member that covers the recess The membrane member is provided with a means for moving up and down between the bottom and the upper end of the recess, and when taking water, the membrane member is lowered to the bottom of the recess, and otherwise, the membrane member is raised to the upper end of the recess. River intake structure characterized by that. 前記膜部材を上下させる手段が、膜部材の下側で前記凹部に流体を供給して、その流体圧で膜部材を上下させるものである請求項1に記載の河川取水構造。   The river intake structure according to claim 1, wherein the means for moving the membrane member up and down supplies fluid to the concave portion below the membrane member and moves the membrane member up and down by the fluid pressure. 前記膜部材を可撓性のものとし、その外周を前記凹部の側壁に係止した請求項2に記載の河川取水構造。   The river intake structure according to claim 2, wherein the membrane member is flexible and the outer periphery thereof is locked to the side wall of the recess. 前記凹部の上端に、河川水を通すスクリーン部材を差し渡した請求項1乃至3のいずれかに記載の河川取水構造。   The river intake structure according to any one of claims 1 to 3, wherein a screen member through which river water is passed is provided at an upper end of the recess.
JP2004303115A 2004-10-18 2004-10-18 River intake structure Expired - Fee Related JP4573618B2 (en)

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JP4573618B2 true JP4573618B2 (en) 2010-11-04

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61116824U (en) * 1985-01-09 1986-07-23
JPH02272110A (en) * 1989-04-14 1990-11-06 Takuwa:Kk Method and device for discharging soil and sand in weir
JPH0355309A (en) * 1989-07-21 1991-03-11 Tohoku Electric Power Co Inc River bed-buried type intake channel device
JPH03115613A (en) * 1989-09-29 1991-05-16 Takuwa:Kk Sediment discharge system in weir

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61116824U (en) * 1985-01-09 1986-07-23
JPH02272110A (en) * 1989-04-14 1990-11-06 Takuwa:Kk Method and device for discharging soil and sand in weir
JPH0355309A (en) * 1989-07-21 1991-03-11 Tohoku Electric Power Co Inc River bed-buried type intake channel device
JPH03115613A (en) * 1989-09-29 1991-05-16 Takuwa:Kk Sediment discharge system in weir

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