JP2017128992A - Sawtooth type laying bulkhead method of different diameter hole fish bed block - Google Patents
Sawtooth type laying bulkhead method of different diameter hole fish bed block Download PDFInfo
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- JP2017128992A JP2017128992A JP2016021266A JP2016021266A JP2017128992A JP 2017128992 A JP2017128992 A JP 2017128992A JP 2016021266 A JP2016021266 A JP 2016021266A JP 2016021266 A JP2016021266 A JP 2016021266A JP 2017128992 A JP2017128992 A JP 2017128992A
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- 241000251468 Actinopterygii Species 0.000 title claims abstract description 65
- 238000000034 method Methods 0.000 title claims description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 25
- 239000002699 waste material Substances 0.000 claims abstract description 17
- 230000001154 acute effect Effects 0.000 claims abstract description 9
- 125000006850 spacer group Chemical group 0.000 claims description 12
- 238000004064 recycling Methods 0.000 claims description 10
- 239000005431 greenhouse gas Substances 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 230000015556 catabolic process Effects 0.000 claims description 2
- 238000006731 degradation reaction Methods 0.000 claims description 2
- 239000012530 fluid Substances 0.000 claims description 2
- 238000009434 installation Methods 0.000 claims description 2
- 229910052742 iron Inorganic materials 0.000 claims description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 abstract description 11
- 239000001301 oxygen Substances 0.000 abstract description 11
- 229910052760 oxygen Inorganic materials 0.000 abstract description 11
- 230000006866 deterioration Effects 0.000 abstract description 4
- 235000013305 food Nutrition 0.000 abstract description 2
- 238000010792 warming Methods 0.000 abstract description 2
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 abstract 1
- 230000002498 deadly effect Effects 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 description 6
- 238000009825 accumulation Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 230000001681 protective effect Effects 0.000 description 3
- 239000013049 sediment Substances 0.000 description 3
- 206010070245 Foreign body Diseases 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 2
- 238000009395 breeding Methods 0.000 description 2
- 230000001488 breeding effect Effects 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 241000736160 Cynoscion regalis Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 239000003610 charcoal Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 235000013601 eggs Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000017448 oviposition Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
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- Revetment (AREA)
Abstract
Description
本発明は、河川等の護岸強化を四角柱のコンクリートブロックを重さと凸凹を生かした積み重ねで行う。河川直線域では魚床用の孔の無い面が本流に対して概ね60度の鋭角になるように配置しカーブでは半径にに応じた角度で、のこぎり刃のように連続させることで、四角柱の一端が本流方向に突き出す配置を作り出し、本流の水圧の分散化と魚床孔へ直接本流方向が当たることを避ける壁となり、壁裏面は水中生物の繁殖環境の改善に必要な瀞場と、本流に水中生物が出る際の安全なスペースと、水中酸素も得易い反転流などの流れの違いが出来る水中生物に優しく強度の高い護岸にする。
壁裏面のため魚床孔に土砂の堆積や異物の衝突による損傷が少ない。魚床孔を形成する際に塩ビパイプを使い、魚床用のコンクリート孔の内側からの摩擦劣化を無くす保護用に埋めころし利用して総合耐久性を高める。又、廃塩ビパイプを利用し埋めころすことで廃塩ビパイプのマテリアルリサイクル工程で発生していた温室効果ガスを、埋めころした廃塩ビパイプ分全てで軽減を図れる複合的環境改善と護岸の強化を目的とする異径孔魚床ブロックのこぎり刃型敷設護岸工法に関するものである。The present invention reinforces the revetment of rivers and the like by stacking square blocks of concrete blocks making use of weight and unevenness. In the river straight line area, the surface without holes for fish beds is arranged at an acute angle of approximately 60 degrees with respect to the main stream, and in the curve, the square pillars are made continuously like a saw blade at an angle according to the radius. One side of the wall creates an arrangement that protrudes in the mainstream direction, it becomes a wall that prevents the mainstream direction from dispersing and the mainstream direction directly hitting the fish bed hole, the back of the wall is a necessary place for improving the breeding environment of aquatic organisms, It is a safe revetment that is gentle to aquatic organisms that have a difference in flow, such as a safe space when underwater organisms appear in the mainstream, and a reverse flow that easily obtains oxygen in the water.
Because of the back of the wall, there is little damage due to sediment accumulation or foreign object collision in the fish hole. A PVC pipe is used when forming the fish bed hole, and it is buried and used for protection to eliminate friction deterioration from the inside of the concrete hole for the fish bed, thereby enhancing the overall durability. In addition, by using waste PVC pipes to fill, the greenhouse gas generated in the material recycling process of waste PVC pipes can be reduced by all the waste PVC pipes that have been buried, and the combined environmental improvement and strengthening of the revetment can be achieved. This is related to the saw blade type laying revetment method for the target different diameter hole fish bed block.
近年地球温暖化の影響と思える局地的豪雨が頻発している。しかも想定を超えることが多くなり護岸の補強が急がれている。同時に水中生物の繁殖場所を増やす試みとして魚巣ブロックを組み合わせた擁壁が利用されている。例えば(特許文献1参照)は、護岸用魚巣ブロックの側面の開口部を介して連通された通路は、河川の延長方向に対して斜めに、それゆえ河川の本流に対して斜めに配列されているので、各ブロックの前面の開口部からブロック内に流入した水流は、ブロック列を通り抜ける際に、河川の本流方向に対して斜めに強制的に方向転換せしめられる為、減速せしめられるので、ブロック内に入り込んだ魚は、過大な水流の抵抗を受けることなく、容易に上流へ向かって移動することができるように工夫したものがある。In recent years, local heavy rains that seem to be affected by global warming have occurred frequently. Moreover, there are many cases where the assumption is exceeded and reinforcement of the revetment is urgently needed. At the same time, retaining walls combining fish nest blocks are being used to increase the breeding place for aquatic organisms. For example (see Patent Document 1), the passage communicated through the opening on the side surface of the revetment fish nest block is arranged obliquely with respect to the river extension direction, and therefore obliquely with respect to the river mainstream. Therefore, the water flow that flows into the block from the opening on the front side of each block is forced to turn diagonally with respect to the main flow direction of the river when passing through the block row, so it is decelerated. Some fish have entered the block so that they can easily move upstream without receiving excessive water resistance.
又(特許文献2参照)素焼きの土管や、竹炭、貝殻等表面がざらざらしたものをコンクリートに埋め込み産卵を促すものもある。 Also (see Patent Document 2), there are some that lay eggs in rough concrete such as unglazed clay pipes, bamboo charcoal, and shells in concrete to promote egg laying.
上掲特許文献1では増水時複雑な流れがブロック内に起こり弱った水中生物が身をひそめる為のスペースを得ることが出来ない等の問題が未解決である。特許文献2は魚巣ブロックは直線部分で水流に対して90度の巣穴開口でカーブ外側では水流に対して鋭角な巣穴開口になってしまう為、増水時に土砂の堆積や、異物の衝突による損傷などの護岸の強度を下げる問題と幼魚や弱った魚が出入りするには危険が伴う状況が解決されていない欠点がある。又コンクリートで護岸を補強した変化が乏しい護岸壁のために水中の酸素を増やすための反転流ができず、護岸に水中生物が増えても溶存酸素が増えず水質が悪化し食物連鎖が継続しない環境となっている問題が解決されていない。 In the above-mentioned Patent Document 1, there is an unsolved problem that a complicated flow occurs in the block at the time of water increase and a space for weakened underwater creatures to hide can not be obtained. According to Patent Document 2, the fish nest block is a straight portion with a 90 ° burrow opening with respect to the water flow, and outside the curve is a sharp burrow opening with respect to the water flow. There are problems of lowering the strength of the revetment, such as damage caused by damage, and the disadvantage that the situation that is dangerous for young and weak fish to enter and exit has not been solved. In addition, because the revetment wall with little change due to the reinforcement of the revetment with concrete cannot reverse flow to increase oxygen in the water, even if aquatic organisms increase on the revetment, dissolved oxygen does not increase and the water quality deteriorates and the food chain does not continue The environmental problem is not solved.
そこで本発明は、上記の従来技術の問題点である、魚巣内の土砂の堆積や、溶存酸素の少ない護岸を改善する為に、直線部分はもちろんカーブ外側においても魚床の孔を水流に対して直接当たらない鈍角で、のこぎり刃型に敷設する。異径孔魚床ブロックの矩形の端部が水流に当たるため反転流ができ水面表面積が増え水中に酸素を取り込み易い状態ができる。水流が直接魚床孔に当たらないため土砂の堆積を防ぐことと漂流物が接岸する可能性も低くできる。更に本発明は護岸強化の一因を作る異常気象の元と言われる温室効果ガスの削減にも貢献する為に、魚床を作る際にコンクリート孔を内側から保護する役割を持たせた塩ビパイプに廃塩ビを使うことで、本来マテリアルリサイクル工程中に排出されていた筈の温室効果ガスが用途変更リサイクルに利用した分排出しなくなるため、総合的な温室効果ガス削減に貢献できる。 Therefore, in order to improve the sedimentation in the fish nest and the revetment with low dissolved oxygen, which is a problem of the above-mentioned conventional technology, the present invention makes the hole in the fish bed into the water flow not only in the straight part but also outside the curve. Lay in a saw blade shape with an obtuse angle that does not directly hit. Since the rectangular end of the different-diameter hole fishbed block hits the water flow, a reverse flow can be generated, and the surface area of the water surface can be increased, so that oxygen can be easily taken into the water. Since the water flow does not directly hit the fish bed hole, sediment accumulation can be prevented and the possibility of drifting objects coming into the shore can be reduced. Furthermore, the present invention contributes to the reduction of greenhouse gas, which is said to be the source of abnormal weather that contributes to strengthening the revetment, so that PVC pipes have the role of protecting concrete holes from the inside when making fish beds. By using waste PVC, it is possible to contribute to a comprehensive reduction of greenhouse gases because the greenhouse gases that were originally emitted during the material recycling process are no longer emitted due to the use change recycling.
魚巣や寝床用の貫通した孔を持つ四角柱のコンクリートブロックを作る際に、孔の内側からの摩擦劣化等から守る為に塩ビパイプを埋めころし一体形成し孔を保護し、異なる孔の大きさを多数形成した面を持つ異径孔魚床ブロックを製造する際に、四角柱のコンクリートブロックの強度を保つのに必要な躯体の壁寸法を魚床孔から、鉄または塩ビのパイプまたは角材および鉄筋等で井桁状に組んでスペーサーとして使い確保し、魚床孔を形成し且つ内側から保護する為の塩ビパイプと隣接する同目的の塩ビパイプとの間にコンクリートが充填出来る寸法を確保するために、魚床孔の全長さからコンクリート躯体壁の寸法を差し引いた長さ以下の寸法の塩ビパイプをスペーサーとして埋めころしし強度を保つ。 When making a square pillar concrete block with through holes for fish nests and bedding, to protect against friction degradation from the inside of the holes, the PVC pipes are buried and integrally formed to protect the holes. When manufacturing a different-diameter hole fish floor block with a large number of surfaces, the wall dimensions of the frame required to maintain the strength of the square pillar concrete block are measured from the fish floor hole to an iron or PVC pipe or Secured to be used as a spacer by assembling in a cross-beam shape with square bars and reinforcing bars, etc., and ensuring a dimension that allows concrete to be filled between a PVC pipe for forming a fish bed hole and protecting it from the inside and an adjacent PVC pipe of the same purpose In order to maintain the strength, a PVC pipe with a dimension equal to or less than the length obtained by subtracting the dimension of the concrete frame wall from the total length of the fish floor hole is buried as a spacer.
異径孔魚床ブロックを複数一体化したものや、滑り止め等の凸凹を配したもの、又地層や水流の影響で動く可能性がある場合に行う杭補強用の孔を有したもので補強する。 Reinforce with piles with different diameter holes, integrated with unevenness such as anti-slip, or with holes for reinforcing piles when there is a possibility of movement due to the formation or water flow To do.
異径孔魚床ブロックを設置する際に本流が直接魚床孔内に入り込まないように、本流方向に対して魚床孔の無い面が鋭角に、直線では概ね60度、カーブでは半径に合わせて調整し鋭角に当たるように連続してのこぎり刃のように敷設し魚床孔に堆積物が入り難く又魚床孔周辺に反転流を作り酸素が溶け込み易くする。 In order to prevent the mainstream from entering the fishbed hole directly when installing a different-diameter fishbed block, the surface without the fishbed hole is an acute angle with respect to the mainstream direction, approximately 60 degrees for straight lines, and the radius for curves. It is laid like a saw blade continuously so that it hits an acute angle, and deposits are difficult to enter the fish bed hole, and a reverse flow is created around the fish bed hole so that oxygen is easily dissolved.
異径孔魚床孔を形成し保護する為に使われる塩ビパイプに廃塩ビパイプを使うことで廃塩ビパイプのマテリアルリサイクル工程で発生していた温室効果ガスの軽減する。 The use of waste PVC pipes as PVC pipes used to form and protect different-diameter fish floor holes reduces greenhouse gases generated during the material recycling process of waste PVC pipes.
廃塩ビパイプを流体輸送以外の用途に使う為、洗浄し必要寸法に切断し用途変更リサイクルとして利用するシステムを構築する In order to use waste PVC pipes for purposes other than fluid transportation, construct a system that can be washed, cut to the required dimensions, and used for recycling applications.
護岸補強はコンクリートで整然と補強されながら護岸全体に反転流が生まれ水中酸素が常に補給され水中生物の住みやすい環境が護岸にできる。
各異径孔魚床ブロックには急な増水や異常な暑さの際にも水中生物が逃げ込むことができる巣穴がのこぎり状に連続し成長とともに異径の魚床孔に移動することが可能になる。
異径孔のある面は本流の影響を直接受けない裏側になるため異物やゴミの引っかかる心配も少なく堆積する心配もなく護岸の損傷につながるリスクが少なくなる。
コンクリートブロックの四角柱1m×1m×1m=1m3の場合の強度と重量を生かした護岸補強で廃塩ビパイプの埋めころし量は最低0.08t以上とした場合、異径孔魚床ブロックを1個使うことで、0.08t以上の廃塩ビパイプをマテリアルリサイクル処理工程から温室効果ガスが軽減できる。The revetment is reinforced with concrete in an orderly manner, creating a reversal flow throughout the revetment and constantly replenishing underwater oxygen, creating an environment where aquatic life is liable to live.
Each different-diameter fish bed block has a saw hole that allows underwater organisms to escape even during sudden water increases or abnormal heat, and can move to a different-diameter fish bed hole as it grows. become.
Since the surface with a different diameter hole is the backside that is not directly affected by the main stream, there is little risk of foreign objects and dust being caught, there is no risk of accumulation, and there is less risk of damage to the revetment.
When the concrete block square pillar 1m x 1m x 1m = 1m 3 and the revetment reinforcement utilizing the strength and weight is set to at least 0.08t or more, the pipe block of different diameter holes is used. By using one, the greenhouse gas can be reduced from the material recycling treatment process for waste PVC pipes of 0.08t or more.
以下、本発明における異径孔魚床ブロックの作成と設置を図面3,4に基づいて説明する。仮枠の上部および側面の1か所を開けておき1壁厚確保用のスペーサーを4クランプを使い井桁を形成させ仮枠内にセットする。2コンクリート孔内保護埋めころし塩ビパイプを立ててセットし、3塩ビパイプ間スペーサー短塩ビパイプも立てて、かぶりを確保しながら、2コンクリート孔内保護埋めころし塩ビパイプを既定の数量ランダムに設置する。この最終状態が立断面図3で平面断面が図4となる。
側面の仮枠を固定し2コンクリート孔内保護埋めころし塩ビパイプの上部を仮固定する。適切なコンクリートを外壁面から打ち込み、3塩ビパイプ間スペーサー短塩ビパイプの高さを超えた時点でバイブレーターをかけ、比重の軽い3塩ビパイプ間スペーサー短塩ビパイプを浮き上がらせ、かぶり寸法の安定化と骨材の均等化を図る。塩ビパイプを横にセットしてコンクリートを打設すると、2コンクリート孔内保護埋めころし塩ビパイプの浮き上がりと3塩ビパイプ間スペーサー短塩ビパイプ内に空気の残る可能性と骨材が塩ビパイプ周りに均一化しない問題がある。異径孔魚床ブロックの総合強度の安定性から、2コンクリート孔内保護埋めころし塩ビパイプ立ててセットし、3塩ビパイプ間スペーサー短塩ビパイプも立てて寸法を確保して打設する。この過程で全ての塩ビパイプに廃塩ビパイプを利用することで環境改善の第一歩が始まりより多く埋めころすことで温室効果ガス削減につながる。Hereinafter, the creation and installation of the different diameter hole fishbed block in the present invention will be described with reference to FIGS. Open the upper part and one side of the temporary frame and form a well girder using 4 clamps with a spacer for securing 1 wall thickness and set it in the temporary frame. 2 Set up the concrete-blocked PVC pipe in the concrete hole, set up the spacer short PVC pipe between the 3 PVC pipes, and secure the cover. Install. This final state is an elevational sectional view 3 and a plan sectional view is shown in FIG.
Fix the temporary frame on the side and cover the concrete hole in the concrete hole and temporarily fix the top of the PVC pipe. Appropriate concrete is driven in from the outer wall, and when the height of the spacer PVC pipe between the three PVC pipes is exceeded, a vibrator is applied to lift the spacer PVC pipe between the three PVC pipes with a low specific gravity. Equalize aggregates. When placing the PVC pipe sideways and placing the concrete, 2 concrete holes in the concrete hole are buried, the PVC pipe is lifted up, 3 spacers between the PVC pipes and the possibility of air remaining in the PVC pipe and the aggregate around the PVC pipe There is a problem that does not equalize. Due to the stability of the overall strength of the different-diameter holed fish block, the protective concrete padding in the 2 concrete holes and the PVC pipe is set up, and the spacer between the 3 PVC pipes and the short PVC pipe are also set up and placed with sufficient dimensions. By using waste PVC pipes for all PVC pipes in this process, the first step of environmental improvement starts and more greenhouse gases are reduced.
図8異径孔魚床ブロックの完成パースを基本型にして、改良型の図5凸凹積み崩れ防止タイプ、図6杭補強一部補強タイプ、又図7 複数連結タイプを用意し、護岸や地質、搬入路等考慮して選択できる。Figure 8 Completion of the finished perth of the different diameter hole fish floor block, the improved Figure 5 irregularity collapse prevention type, Figure 6 partially reinforced pile reinforcement type, and Figure 7 multiple connection type, revetment and geology This can be selected in consideration of the carry-in route.
図1は本発明異径孔魚床ブロックのこぎり刃型敷設護岸工法の敷設平面を示す、孔の無い面g1を水流方向h1に対して鋭角e1概ね60度にセットすることで四角柱の角b1が水流方向h1と最前部で干渉し、反転流c1が出来易い環境が整い水中に酸素を取り込める水面面積が増える。同時に魚床孔a1を配する面が孔の無い面g1の水流方向h1に対し裏壁面となる鈍角f1である為、水流方向h1が魚床孔a1に直接当たらないようになり、増水時の水中生物の安全を確保する魚床孔a1や瀞場d1が出来き、ごみや土砂が魚床孔a1に入る確率は極めて低くなる。 FIG. 1 shows the laying plane of the saw blade type laying revetment method of the different diameter hole fish floor block of the present invention. By setting the surface g1 without holes at an acute angle e1 of approximately 60 degrees with respect to the water flow direction h1, the angle b1 of the square pillar is set. Interferes with the water flow direction h1 in the forefront, and an environment where the reverse flow c1 is easy to be made is prepared, and the water surface area into which oxygen can be taken up is increased. At the same time, since the surface on which the fish bed hole a1 is arranged is an obtuse angle f1 which becomes the back wall surface with respect to the water flow direction h1 of the surface g1 having no holes, the water flow direction h1 does not directly hit the fish bed hole a1, The fish hole a1 and the anchorage d1 that ensure the safety of underwater organisms can be created, and the probability that dust and dirt will enter the fish hole a1 is extremely low.
このように製造段階で処理の大変な廃塩ビパイプを用途変更リサイクルとしてコンクリート孔の内側の摩擦劣化の保護材として利用すると、魚床として使われる際には滑らかな壁面で土砂が溜り難い構造でメンテナンスサイクルが長く、沢山使えば使うほど各種水中生物の巣となり、廃塩ビパイプのマテリアルリサイクル処理工程で排出されていた温室効果ガスの削減に繋がる。護岸工事に使われることで強度の高い護岸が確保され、同時に溶存酸素が増え続ける反転流が出来る川岸が確保され、魚が安全に暮らせるスペースが確保さ居ついても溶存酸素不足による食物連鎖の崩壊の無い川岸になる。
しかもゴミや土砂の溜り難い形状で異径孔魚床ブロックをセットする為護岸のメンテナンスサイクルも長くなる。In this way, when waste PVC pipes, which are very difficult to process in the manufacturing stage, are used as a material for changing the usage and recycling as a protective material against friction deterioration inside the concrete hole, when used as a fish bed, it is a structure that prevents sediment from accumulating on a smooth wall. The longer the maintenance cycle is, the more it is used, it becomes a nest of various underwater organisms, leading to the reduction of greenhouse gases emitted in the material recycling process of waste PVC pipes. By using it for revetment construction, a strong revetment is secured, and at the same time, a river bank is created where a reverse flow in which dissolved oxygen continues to increase is ensured, and a space where fish can live safely is secured. It becomes a riverbank without.
In addition, the maintenance cycle of the revetment becomes longer due to the setting of different-diameter fish bed blocks in a shape that does not collect dirt and earth and sand.
1 壁厚確保用井桁スペーサー
2 コンクリート孔内側保護埋めころし塩ビパイプ
3 塩ビパイプ間スペーサー短塩ビパイプ
4 クランプ
5 コンクリート躯体
6 接続凸凹
7 補強杭
a1 魚床孔
b1 四角柱の角
c1 反転流
d1 瀞場
e1 鋭角
f1 鈍角
g1 孔の無い面
f1 水流方向1 Wall thickness securing well spacer 2 Concrete hole inner protective buried PVC pipe 3 PVC pipe spacer Short PVC pipe 4 Clamp 5 Concrete frame 6 Connection unevenness 7 Reinforcement pile a1 Fish bed hole b1 Square column corner c1 Reverse flow d1 瀞Field e1 Acute angle f1 Obtuse angle g1 Holeless surface f1 Water flow direction
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019003584A1 (en) | 2017-06-30 | 2019-01-03 | 三菱重工サーマルシステムズ株式会社 | Air conditioning control device, air conditioning system, control method, and program |
| CN109977529A (en) * | 2019-03-21 | 2019-07-05 | 中国石油化工股份有限公司 | Based on the injection water quality evaluation method reconstructed at random |
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2016
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019003584A1 (en) | 2017-06-30 | 2019-01-03 | 三菱重工サーマルシステムズ株式会社 | Air conditioning control device, air conditioning system, control method, and program |
| CN109977529A (en) * | 2019-03-21 | 2019-07-05 | 中国石油化工股份有限公司 | Based on the injection water quality evaluation method reconstructed at random |
| CN109977529B (en) * | 2019-03-21 | 2021-08-20 | 中国石油化工股份有限公司 | Water injection quality evaluation method based on random reconstruction |
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