JP2726817B2 - A tidal current generator using the ocean sky - Google Patents

A tidal current generator using the ocean sky

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Publication number
JP2726817B2
JP2726817B2 JP62144421A JP14442187A JP2726817B2 JP 2726817 B2 JP2726817 B2 JP 2726817B2 JP 62144421 A JP62144421 A JP 62144421A JP 14442187 A JP14442187 A JP 14442187A JP 2726817 B2 JP2726817 B2 JP 2726817B2
Authority
JP
Japan
Prior art keywords
tidal current
current generator
water area
tidal
river
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
JP62144421A
Other languages
Japanese (ja)
Other versions
JPS63308106A (en
Inventor
一昭 赤井
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Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP62144421A priority Critical patent/JP2726817B2/en
Publication of JPS63308106A publication Critical patent/JPS63308106A/en
Application granted granted Critical
Publication of JP2726817B2 publication Critical patent/JP2726817B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 【産業上の利用分野】 この発明は河口等の潮汐変化による潮流発生装置に関
する。 【従来の技術】 河川の河口部はデルタを構成し拡くなり、流速が落ち
土砂が堆積して水深が浅くなると共に、漂砂によって河
川が閉鎖される。このため航路や放水路を確保するため
浚渫や導流堤によって水路巾や水路の確保を行ってき
た。 【発明が解決しようとする問題点】 河川の開口部は水深が浅く、特に干渉時には水深が浅
くなり、船舶等の航行や魚類の遡上が困難となる。 導流堤によって水路を絞れば河川の上流で堰上げられ
水位が上昇し、内水排除に問題が出る。 【問題点を解決するための手段】 (うつろとは堤体構造によって囲まれた囲繞水域をい
う。) 潮位変化によって流れを起こさせ、河口の水量を増加
させることにより、河口部の掃流力を高め河床を深くし
船舶の航行等を容易にしようとするものである。 【作用】 第3図の外洋の潮位の変化図11とうつろ内2の潮位変
化12の間に位相のずれを生ずる。このような時間的ずれ
を利用して外洋3と、うつろ内水域との間に潮流8又は
10を発生させて、河川の自己水量の流れ6に加えて河口
の流量7を増加させ、掃流力を増加しようとするもので
ある。 【実施例】 下記の本願発明の実施例を第1図〜第4図に基づいて
説明する説明する。 <開放型潮流発生装置> 水位変動のある水域に、第1図に示す堤体1によって
囲まれたうつろな水域2を構成し、このうつろな水域を
水路によって開放した潮流発生装置である。 この水路口13を河川上流の潮位差のある河川水域で開
放した開放型の潮流発生装置である。このような潮流発
生装置を開放型遡上水路ともいう。 堤体1の構造は公知の捨石堤、コンクリートブロック
堤、コンクリートケイソン堤、矢板堤で連続した堤体構
造であり、河川護岸4とほぼ平行の水路で、河口を逆上
り、河川の潮位差のある水域で開放するよう構築された
堤体構造物である。 <閉鎖型の潮流発生装置> 水位変動のある水域に第2図に示す、透過堤5を、護
岸4にそって、潮位差のある河川水域に延伸し設置した
閉鎖型の潮流発生装置である。このような装置を閉鎖型
遡上水路とも言う。 透過堤5の構造は公知の捨石堤、コンクリートブロッ
ク堤、じやかご、フトンかご等で多空隙を有する透過型
の連続した堤体構造である。 【発明の効果】 河川の固有水量6の不足を補い、河川の堆積土砂のフ
ラッシュ効果を高める。 潮汐のエネルギーによって潮汐を発生させるため河川
の渇水期に効果が大きい。 第1図の引き潮の流れの方向7及び上げ潮時の流れの
方向8は平常時の本流の流れと常に逆の方向に流れるた
めに潮待ちをしなくとも船舶の往来が可能である。 潮位差のエネルギーを利用して河口の水量を確保する
ため、河川の堰上げによる影響がなく、内水排除の効果
が大きい。 堤体1又は5によって、水路巾を限定させるため、水
深と流速を確保し、航路の安全と土砂の掃流力を増大さ
せることが可能である。 又堆積土砂を波浪の影響の受けにくい比較的水深の深
い沖合に掃流することが可能であり、漂砂の生じにくく
する効果がある。 特に透過堤による遡上水路は接触酸化作用による流入
河川の浄化効果も大きい。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for generating a tidal current due to a change in tide at an estuary or the like. 2. Description of the Related Art The estuary of a river forms a delta and expands, the flow velocity decreases, sediment accumulates, the water depth becomes shallow, and the river is closed by drifting sand. For this reason, the channel width and waterway have been secured by dredging and dike to secure the channel and discharge channel. [Problems to be Solved by the Invention] The opening of a river has a shallow depth of water, especially when there is interference, so that it becomes difficult to sail a ship or the like or to fish up. If the channel is narrowed by a dike, the river will be raised upstream of the river and the water level will rise. [Means to solve the problem] (The hollow is the surrounding water area surrounded by the embankment structure.) The flow is caused by the change in tide level and the amount of water in the estuary is increased, so that the tractive force at the estuary is increased. The aim is to increase the river bed depth and make the navigation of ships easier. [Effect] A phase shift occurs between the change in the tide level of the open sea in FIG. Utilizing such a time lag, the tidal current 8 or between the open sea 3 and the inland waters
By generating 10 to increase the river flow 7 in addition to the flow 6 of the river's own water volume, it is intended to increase the tractive force. Embodiments The following embodiments of the present invention will be described with reference to FIGS. 1 to 4. FIG. <Open-type tidal current generator> A tidal current generator in which a hollow water area 2 surrounded by a bank 1 shown in FIG. 1 is formed in a water area having a fluctuation in water level, and the hollow water area is opened by a water channel. This is an open-type tidal current generator in which the waterway opening 13 is opened in a river water area having a tidal difference upstream of the river. Such a tidal current generator is also referred to as an open run-up waterway. The structure of the embankment body 1 is a continuous levee embankment, a concrete block embankment, a concrete caisson embankment, and a sheet pile embankment. A levee structure constructed to open in a certain water area. <Closed-type tidal current generator> A closed-type tidal current generator shown in FIG. 2 extending and installed along a seawall 4 in a river water area having a tidal difference in a water area having a fluctuation in water level. . Such a device is also called a closed run-up waterway. The structure of the permeation levee 5 is a known rubble levee, concrete block levee, sand basket, futon car, or the like, and is a transmission type continuous levee structure having multiple voids. [Effect of the Invention] The shortage of the specific water amount 6 of the river is compensated, and the flushing effect of the sediment deposited on the river is enhanced. Since the tide is generated by the energy of the tide, the effect is great during the drought period of the river. The direction 7 of the ebb tide and the direction 8 of the ebb tide in FIG. 1 always flow in the opposite direction to the main flow at normal times, so that the ship can travel without waiting for the tide. Using the energy of the tidal range to secure the water volume at the estuary, there is no influence from the rising of the river, and the effect of removing inland water is great. Since the width of the channel is limited by the embankment body 1 or 5, it is possible to secure the water depth and the flow velocity, and to increase the safety of the channel and the sweeping power of the earth and sand. Further, it is possible to sweep sedimentary sediment offshore, which is relatively unaffected by waves, and has a relatively deep water depth. In particular, the run-up channel with a permeation dike has a large effect of purifying the inflowing river by the catalytic oxidation action.

【図面の簡単な説明】 第1図は開放型の潮流発生装置の平面図である。 第2図は閉鎖型の潮流発生装置の平面図である。 第3図はうつろ内、外の潮位の時間的な位相のずれを表
すグラフである。 第4図はC〜C断面図 第4図−(1)は引潮時状態(うつろ内からうつろ外に
潮流が発生する状態)、第4図−(2)は流れの停止し
た状態を示す、第4図−(3)は上げ潮時の状態を示す
(うつろ外からうつろ内に潮流が発生する状態) 1:うつろを構成する堤体 2:うつろ内の水域 3:うつろ外(外洋)の水域 4:護岸 5:うつろを構成する透過堤 6:河川の固有の水流 7:うつろ内の水が引潮によって水路を通じてうつろ外に
流出する潮流 8:上潮によって水路を通じてうつろ内に流入する潮流 9:引潮によって河口本流に生じる潮流 10:上潮によって河口本流に生じる潮流 11:うつろ外(外洋)に発生する潮位の時間的な変化図 12:うつろ内に発生する潮位の時間的な変化図
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a plan view of an open type tidal current generator. FIG. 2 is a plan view of a closed type tidal current generator. FIG. 3 is a graph showing a temporal phase shift between the inside and outside tide levels. FIG. 4 is a cross-sectional view taken along the line C-C. FIG. 4- (1) shows a state at the time of ebb tide (a state in which a tidal current is generated from inside to outside the valley), and FIG. Fig. 4-(3) shows the state at the time of rising tide (state in which a tidal current is generated from the outside to the inside of the basin) 1: The embankment constituting the basin 2: The water area inside the basin 3: The water area outside the basin (open ocean) 4: Revetment 5: Transparent embankment that constitutes the valley 6: Unique water flow of the river 7: Tide flow of water in the valley out of the ridge due to ebb tide 8: Tide flow flowing into the valley through the water channel due to the upper tide 9: Tidal current in the main estuary due to ebb tide 10: Tidal current in the main estuary due to upper tide 11: Temporal change of tide level generated outside the valley (open ocean) Figure 12: Temporal change of tide level generated in the valley

Claims (1)

(57)【特許請求の範囲】 1.潮汐差のある水域を、堤体1によって囲い締め切ら
れたうつろな水域2を水路によって開放することを特徴
とする「海洋のうつろ」を利用した潮流発生装置。 2.請求項1記載の「海洋のうつろ」を利用した潮流発
生装置において水路口13を上流に向かって水路状に延伸
し、潮位差のある河川水域で開放することを特徴とする
「海洋のうつろ」を利用した潮流発生装置。 3.潮汐差のある水域で、透過堤5によって囲い閉鎖さ
れたうつろな水域2を構成し、この水域を潮汐差のある
河川水域に延伸することを特徴とする「海洋のうつろ」
を利用した潮流発生装置。
(57) [Claims] A tidal current generator using "oceanic valley", characterized by opening a hollow water area 2 enclosed and closed by an embankment body 1 in a water area having a tidal difference. 2. A tidal current generator using the "oceanic seaside" according to claim 1, wherein the waterway opening 13 is extended in a waterway shape toward the upstream and opened in a river water area having a tidal level difference. Tidal current generator using 3. In the water area with a tidal difference, a hollow water area 2 surrounded and closed by a seepage dike 5 is formed, and this water area is extended to a river water area with a tidal difference.
Tidal current generator using
JP62144421A 1987-06-09 1987-06-09 A tidal current generator using the ocean sky Expired - Lifetime JP2726817B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62144421A JP2726817B2 (en) 1987-06-09 1987-06-09 A tidal current generator using the ocean sky

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62144421A JP2726817B2 (en) 1987-06-09 1987-06-09 A tidal current generator using the ocean sky

Publications (2)

Publication Number Publication Date
JPS63308106A JPS63308106A (en) 1988-12-15
JP2726817B2 true JP2726817B2 (en) 1998-03-11

Family

ID=15361786

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62144421A Expired - Lifetime JP2726817B2 (en) 1987-06-09 1987-06-09 A tidal current generator using the ocean sky

Country Status (1)

Country Link
JP (1) JP2726817B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114867917A (en) * 2020-01-07 2022-08-05 赤井一昭 Method for preventing repeated (tsunami/flood tide/river) disasters by using natural force

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0372106A (en) * 1989-08-10 1991-03-27 Kawatetsu Steel Prod Corp Purify method for river on one riverbank side
JP3823998B2 (en) * 2003-04-07 2006-09-20 一昭 赤井 Flood control and irrigation system using tidal current generating device by "UTSURO"
JP5569721B2 (en) * 2009-10-22 2014-08-13 株式会社大林組 Function maintenance method and system for masonry purification bank
CN109933930B (en) * 2019-03-21 2022-11-04 交通运输部天津水运工程科学研究所 Method for determining bottom protection range of spur dike of inland waterway

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4973830A (en) * 1972-11-21 1974-07-17

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114867917A (en) * 2020-01-07 2022-08-05 赤井一昭 Method for preventing repeated (tsunami/flood tide/river) disasters by using natural force

Also Published As

Publication number Publication date
JPS63308106A (en) 1988-12-15

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