JP2004211489A - Inflow sediment removing method for conduit and sand removing method for water reservoir - Google Patents
Inflow sediment removing method for conduit and sand removing method for water reservoir Download PDFInfo
- Publication number
- JP2004211489A JP2004211489A JP2003002173A JP2003002173A JP2004211489A JP 2004211489 A JP2004211489 A JP 2004211489A JP 2003002173 A JP2003002173 A JP 2003002173A JP 2003002173 A JP2003002173 A JP 2003002173A JP 2004211489 A JP2004211489 A JP 2004211489A
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- reservoir
- power plant
- sediment
- sand
- removing method
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- 239000013049 sediment Substances 0.000 title claims abstract description 32
- 238000000034 method Methods 0.000 title claims abstract description 13
- 239000004576 sand Substances 0.000 title abstract description 25
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title abstract description 13
- 238000000926 separation method Methods 0.000 claims description 6
- 238000010248 power generation Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000007599 discharging Methods 0.000 description 4
- 238000004062 sedimentation Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
Description
【0001】
【発明の属する技術分野】
本発明は、導水路の流入土砂の除去方法および貯水池の排砂方法に関するものである。
【0002】
【従来の技術】
ダムによって川をせき止める貯水池式発電所において、堆砂が進行することにより、貯水容量の減少や発電設備の摩耗などの問題が生じる。
【0003】
貯水池式水力発電所においては、貯水池の沈砂効果により導水路へ土砂は流入しない前提で考えられているため、導水路へ流入した土砂を途中で除去する設備は存在しない。
【0004】
なお、流れ込み式水力発電所においては、図8に示すように、川101と発電所102を連通する導水路103へ流入した土砂104を沈砂して、その後発電停止して除去する設備(沈砂池105)が存在する。なお、符号106は取水口である。
【0005】
しかし、この設備(沈砂池105)は自由水面を有するため、貯水池式発電所の圧力式水路には適用できない。
【0006】
また、貯水池の排砂対策としては、従来から土砂が堆砂すると貯水池に船を浮かべて浚渫していた。
【0007】
浚渫ではあまり効率的でないので、図9に示すように、川201をせき止めたダム202の下部に排砂門203を開設し、そこからダム202の貯水池204の水位をカラッポ近くまで低下させて貯水池204内に堆積した土砂を排出するいわゆるゲート排砂が行われていた。なお、符号205は導水路、符号206は発電所である。
【0008】
また、図10に示すように、ダム301の貯水池302の上流側に堰303を設け、堰303の上流とダム301の下流とをバイパス水路トンネル304で連通させ、流入土砂をバイパス水路トンネル304を通してダム301より下流に流入土砂を放流する、バイパス排砂がある。なお、符号305は導水路、符号306は発電所である。
【0009】
【特許文献1】
特開2002−167740号公報
【0010】
【発明が解決しようとする課題】
土砂が貯水池式水力発電所の導入路へ現実には流入しているので、発電設備の摩耗防止のため、排砂する必要がある。
【0011】
また、貯水池式水力発電所の貯水池の堆砂により貯水容量の減少を防ぐために貯水池の排砂は行われなければならない。従来の浚渫、ゲート排砂、バイパス排砂より安価で、排砂が連続的に行えるものでなければならない。
【0012】
【課題を解決するための手段】
そこで、本発明は、上記の事情に鑑み、貯水池式水力発電所の導水路への土砂の排出を安価に且つ連続的に行えるようにすべく、貯水池式水力発電所の貯水池の取水口と発電所を連通させる導入路の途中に、土砂分離設備を介在させて本川に連通する分岐水路を設け分岐水路により排砂するようにした導水路の流入土砂の除去方法とした。
【0013】
また、本発明は、貯水池式水力発電所の貯水池の土砂の排出を、堤体内排砂設備などを新設することなく、連続的に行えるようにすべく、貯水池式水力発電所の貯水池の取水口と発電所を連通させる導水路の途中に、本川に連通する分岐水路を設けて分岐水路により貯水池の土砂を排砂するようにした貯水池の排砂方法とした。
【0014】
【発明の実施の態様】
本発明を添付する図面に示す具体的な一実施例に基づいて、以下詳細に説明する。
【0015】
図1・図2において、川1をダム2にてせき止めて貯水池3を造る。貯水池3の取水口4を導水路6により発電所5に連通する。この導水路6の途中に、川1と連通する分岐水路7を設ける。
【0016】
図3・図4に示すように、導水路6と分岐水路7との接続部に土砂分離設備としての拡幅部8を設ける。導水路6の土砂濃度分布はAの通りで、拡幅部8の土砂濃度分布は流速の低下からBの通り下部が高濃度となり、この高濃度部が分岐水路7より連続的に排出し土砂の排出が行われる。そして、低濃度部が導水路6に流入していく。なお、分岐水路7の通路は導水路6の部分が一定の土砂濃度以上の場合、常時開放されている。また、導水路6の土砂濃度分布において、すでに下部が十分高濃度である場合は、拡幅部8は必ずしも必要でない。
【0017】
一方、本発明の先行文献の特開2002−167740号は、図5に示すように、取水口と水車・発電機21とを連通させる導水管22の途中に分岐管23を設け、排砂管23には排砂管23を開閉する弁24が設けられている。この発電方法では、掃流砂を慣性力により分離し、浮遊砂を渦流により分離する。図6に示すように、弁24を閉め、排砂管23に土砂が堆積して土砂が分離し、図7に示すように、弁24を開き、水撃で土砂を排出する。
【0018】
本発明は、単に拡幅部8を設けることにより土砂の分離が容易にでき、しかも連続的に土砂の分離ができる。
【0019】
【発明の効果】
本発明は、上述のように、貯水池式水力発電所の貯水池の取水口と発電所を連通させる導水路の途中に、土砂分離設備を介在させて本川に連通する分岐水路を設け分岐水路により排砂するようにした導水路の流入土砂の除去方法であるので、貯水池式水力発電所の導水路への土砂の排出を安価に且つ連続的に行える。
【0020】
また、本発明は、貯水池式水力発電所の貯水池の取水口と発電所を連通させる導水路の途中に、本川に連通する分岐水路を設けて分岐水路により貯水池の土砂を排砂するようにした貯水池の排砂方法であるので、貯水池式水力発電所の貯水池の土砂の排出を、堤体内排砂設備などを新設することなく、連続的に行える。
【図面の簡単な説明】
【図1】本発明の導水路と本川とを分岐水路で連通した模式図である。
【図2】本発明の導水路と本川とを分岐水路で連通した平面図である。
【図3】本発明の要部を示す模式図である。
【図4】本発明の要部を示す模式図である。
【図5】先行文献特開2002−167740号を示す模式図である。
【図6】図5の弁が閉まった状態の模式図である。
【図7】図5の弁が開いた状態の模式図である。
【図8】従来の流れ込み発電所の排砂除去方法を示す模式図である。
【図9】従来の貯水池式水力発電所のゲート排砂の排砂方法を示す平面図である。
【図10】従来の貯水池式水力発電所のバイバス排砂の排砂方法を示す平面図である。
【符号の説明】
4…取水口
5…発電所
6…導水路
8…拡幅部(土砂分離設備の例)
1…川
7…分岐水路[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a method for removing sediment inflow from a headrace and a method for discharging sand from a reservoir.
[0002]
[Prior art]
In a reservoir-type power plant in which a river is dammed by a dam, progress of sedimentation causes problems such as a decrease in storage capacity and wear of power generation facilities.
[0003]
In the reservoir type hydroelectric power plant, it is assumed that the sediment does not flow into the headrace due to the sedimentation effect of the reservoir, so there is no equipment to remove the sediment that has flowed into the headrace along the way.
[0004]
As shown in FIG. 8, in the run-of-river type hydroelectric power plant, as shown in FIG. 8, the
[0005]
However, since this facility (sand basin 105) has a free water surface, it cannot be applied to a pressure type waterway of a reservoir type power plant.
[0006]
In addition, as a countermeasure against sand discharge from the reservoir, conventionally, when sediment has been deposited, a boat is floated on the reservoir and dredged.
[0007]
Since dredging is not very efficient, as shown in FIG. 9, a
[0008]
Further, as shown in FIG. 10, a
[0009]
[Patent Document 1]
Japanese Patent Application Laid-Open No. 2002-167740
[Problems to be solved by the invention]
Since sediment has actually flowed into the introduction channel of the reservoir type hydroelectric power plant, it is necessary to discharge sand to prevent wear of the power generation equipment.
[0011]
Also, in order to prevent the storage capacity from decreasing due to sedimentation in the reservoir of the reservoir type hydroelectric power plant, sand should be drained from the reservoir. It must be cheaper than conventional dredging, gate sand removal and bypass sand removal, and must be capable of continuous sand removal.
[0012]
[Means for Solving the Problems]
Accordingly, the present invention has been made in view of the above circumstances, and in order to make it possible to continuously and inexpensively discharge sediment into a headrace of a reservoir type hydroelectric power plant, the intake of the reservoir type hydroelectric power plant and the power generation system are described. A method of removing sediment inflow from the headrace channel was established in which a branch waterway communicating with the main river was provided through a sediment separation facility in the middle of the introductory path connecting the places.
[0013]
In addition, the present invention provides a reservoir-type hydroelectric power plant with a water intake that enables continuous discharge of sediment from the reservoir of the reservoir-type hydroelectric power plant without the need to newly install a sand-removal facility in the embankment. In the middle of the headrace channel that communicates with the power plant, a branch waterway communicating with the main river was provided, and the sediment of the reservoir was discharged by the branch waterway.
[0014]
DESCRIPTION OF THE PREFERRED EMBODIMENTS
The present invention will be described in detail below based on a specific embodiment shown in the accompanying drawings.
[0015]
In FIG. 1 and FIG. 2, a river 1 is dammed by a
[0016]
As shown in FIGS. 3 and 4, a widening portion 8 as a sediment separation facility is provided at a connection between the
[0017]
On the other hand, Japanese Patent Application Laid-Open No. 2002-167740, which is a prior document of the present invention, provides a
[0018]
According to the present invention, the separation of the earth and sand can be easily performed simply by providing the widened portion 8, and the earth and sand can be continuously separated.
[0019]
【The invention's effect】
The present invention provides, as described above, a branch waterway communicating with the main river through a sediment separation facility in the middle of a waterway that connects the intake of the reservoir of the reservoir type hydroelectric power plant to the power plant. Since the method is a method of removing sediment inflow from the headrace so as to discharge sand, it is possible to continuously and inexpensively discharge sediment into the headrace of the reservoir type hydroelectric power plant.
[0020]
Further, the present invention provides a branch waterway communicating with the main river in the middle of a headrace channel that connects the water intake of the reservoir of the reservoir type hydroelectric power plant with the power plant, and discharges the sediment of the reservoir by the branch waterway. Because of this method of discharging sand from the reservoir, it is possible to continuously discharge the sediment from the reservoir of the reservoir type hydroelectric power plant without installing new sand discharge facilities in the embankment.
[Brief description of the drawings]
FIG. 1 is a schematic diagram in which a headrace and a main river of the present invention are connected by a branch canal.
FIG. 2 is a plan view in which a headrace and a main river of the present invention are communicated with each other through a branch canal.
FIG. 3 is a schematic view showing a main part of the present invention.
FIG. 4 is a schematic view showing a main part of the present invention.
FIG. 5 is a schematic view showing the prior art document JP-A-2002-167740.
FIG. 6 is a schematic diagram showing a state in which the valve in FIG. 5 is closed.
FIG. 7 is a schematic diagram showing a state where the valve of FIG. 5 is open.
FIG. 8 is a schematic diagram showing a conventional method for removing sand from a pouring power plant.
FIG. 9 is a plan view showing a method of discharging sand from a gate of a conventional reservoir-type hydroelectric power plant.
FIG. 10 is a plan view showing a conventional sand-removing method for the bypass of a reservoir-type hydroelectric power plant.
[Explanation of symbols]
4
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Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2003002173A JP3751282B2 (en) | 2003-01-08 | 2003-01-08 | Removal method of inflow sediment in waterway and drainage method of reservoir |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2003002173A JP3751282B2 (en) | 2003-01-08 | 2003-01-08 | Removal method of inflow sediment in waterway and drainage method of reservoir |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2004211489A true JP2004211489A (en) | 2004-07-29 |
| JP3751282B2 JP3751282B2 (en) | 2006-03-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2003002173A Expired - Lifetime JP3751282B2 (en) | 2003-01-08 | 2003-01-08 | Removal method of inflow sediment in waterway and drainage method of reservoir |
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| JP (1) | JP3751282B2 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008156980A (en) * | 2006-12-26 | 2008-07-10 | Furutochi Kensetsu:Kk | Utilization method of dead track site |
| JP2012041743A (en) * | 2010-08-19 | 2012-03-01 | Chugoku Electric Power Co Inc:The | Water intake structure and water intake method |
| CN103032253A (en) * | 2012-11-07 | 2013-04-10 | 李宏江 | Novel method for saving energy and improving power generation efficiency of circulating water pumping power plant and device thereof |
| CN103147427A (en) * | 2010-08-30 | 2013-06-12 | 李宏江 | Novel highland and high mountain dam-free and reservoir-free gravitational pipeline flow water diversion power generation and water utilization scheme |
| CN110409389A (en) * | 2019-08-13 | 2019-11-05 | 中国电建集团北京勘测设计研究院有限公司 | A multi-channel water intake and sediment discharge system |
| CN113202065A (en) * | 2021-06-09 | 2021-08-03 | 中国电建集团成都勘测设计研究院有限公司 | Water taking structure for multi-silt river channel |
| JP7156732B1 (en) * | 2021-07-21 | 2022-10-19 | 新那須温泉供給株式会社 | Drainage tank |
-
2003
- 2003-01-08 JP JP2003002173A patent/JP3751282B2/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008156980A (en) * | 2006-12-26 | 2008-07-10 | Furutochi Kensetsu:Kk | Utilization method of dead track site |
| JP2012041743A (en) * | 2010-08-19 | 2012-03-01 | Chugoku Electric Power Co Inc:The | Water intake structure and water intake method |
| CN103147427A (en) * | 2010-08-30 | 2013-06-12 | 李宏江 | Novel highland and high mountain dam-free and reservoir-free gravitational pipeline flow water diversion power generation and water utilization scheme |
| CN103032253A (en) * | 2012-11-07 | 2013-04-10 | 李宏江 | Novel method for saving energy and improving power generation efficiency of circulating water pumping power plant and device thereof |
| CN110409389A (en) * | 2019-08-13 | 2019-11-05 | 中国电建集团北京勘测设计研究院有限公司 | A multi-channel water intake and sediment discharge system |
| CN113202065A (en) * | 2021-06-09 | 2021-08-03 | 中国电建集团成都勘测设计研究院有限公司 | Water taking structure for multi-silt river channel |
| JP7156732B1 (en) * | 2021-07-21 | 2022-10-19 | 新那須温泉供給株式会社 | Drainage tank |
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