JP2009270557A - Hydraulic turbine output device increasing fluid flow speed in internal device of irrigation canal machine - Google Patents
Hydraulic turbine output device increasing fluid flow speed in internal device of irrigation canal machine Download PDFInfo
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Abstract
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本発明は、用水路の一部分で水流通路の断面積を傾斜板で減少させ、いる水流を圧縮し流体流速を倍増させ、水車羽根に圧力を掛け水車出力を増大させる。The present invention reduces the cross-sectional area of the water flow passage in a part of the irrigation channel with an inclined plate, compresses the flowing water flow, doubles the fluid flow velocity, applies pressure to the water turbine blades, and increases the turbine output.
用水路の水車出力を、同用水路に設置する機械の稼動力に利用できないものかと、下掛け水車を利用し検証したが、水車を設置した用水路施設機械では、稼動力が不足で利用出来ず、国内では売電を使用している。 It was verified that the turbine output of the irrigation can not be used for the operating capacity of the machine installed in the same irrigation canal, but it was verified by using an underwater turbine. So we use electricity sales.
ガイドプレート付水車の、固定フレーム架台(1)は、全体荷重を受け持つ架台を水路構造物の基礎に固定する。1架台上流側面水路幅の下部に、上流止水板(2)を組立て、下部の上流側面から下流測定線と水路底面からの側定線との交差点が、ガイド傾斜板(3)の下流終点です。下流終点から上昇20°で通路入口まで3傾斜板で上部面が構成され、通路入口の断面積から下流終点口の断面積は縮小され水流も圧縮され、流体と流速が倍増する構造になっている。幅の両側はガイド両測板(4)で通路を囲う。
1架台下流側下部に水車を取り付ける水車軸受台フレーム(5)を組立てる。水車の水車円板(6)水車軸(7)水車羽根(8)軸受け(9)チェン歯車(11A)を組立てる。1架台上部には伝導軸(10)を取り付けチェン歯車(11B)を組立て伝導チェン(12)を掛け水車軸出力を伝達するガイドプレート付水車。The fixed frame pedestal (1) of the water wheel with a guide plate fixes the pedestal responsible for the entire load to the foundation of the water channel structure. 1 Assemble the upstream water stop plate (2) at the bottom of the upstream side waterway width of the gantry, and the intersection of the downstream measurement line from the lower upstream side and the fixed line from the bottom of the waterway is the downstream end of the guide inclined plate (3) is. The upper surface is composed of three inclined plates from the downstream end point to the passage entrance at 20 ° rise, the cross-sectional area of the downstream end point is reduced from the cross-sectional area of the passage inlet, the water flow is compressed, and the fluid and the flow velocity are doubled. Yes. Both sides of the width are surrounded by a guide both measuring plates (4).
1. Assemble the turbine wheel bearing frame (5) to which the turbine is attached at the lower part on the downstream side of the base. Assemble the water wheel disc (6) water wheel shaft (7) water wheel blade (8) bearing (9) chain gear (11A). 1 A water wheel with a guide plate that attaches a transmission shaft (10) to the upper part of the base, assembles a chain gear (11B), hangs the transmission chain (12), and transmits the output of the water wheel shaft.
一般開きょ用水路の水流平均流速は、1〜3m/Sで使用され水路の底面から水深の高さHで、水路の断面における速度分布平均流速高さは0.6Hで計算されに使用されている。下掛け水車の工法は、水車直径Dは水路幅Bの0.36B=Dと、水車直径で水面から沈める深さは0.25D=Hgで、水路の水面から沈む深さは0.4H同様で平均流速線から水面までの間隔で、水車羽根の加圧流速は減少し、水車軸出力も減少する。ガイドプレート付水車の設計対応に、水路壁にはセメントモルタルで流速を2〜3m/Sの基準を考慮すると共にガイドプレートに流速を倍増する装置を付け、部分流速を可能に出来ないものかと、水車外水理模型実験をし成功した。水路構造物の一部分に固定フレーム架台を固定させ、架台上流側下部に、上流止水板の下部に続き、通路入口天井としてガイド傾斜板を下流方向に20°下り傾斜で終点まで進み終点の高さを、水路底面から0.55ho=h1の高さを基準とする.水路底面から通路入口の断面積から終点断面積は縮小し水流は圧縮され、流体の増大と流速の倍増し、終点から圧力を水車羽根に伝達し水車を回転させ水車軸の最大出力を発生させる。実験の結果、下掛け水車とガイドプレート付水車の対照は、水車軸出力1:4.5水車回転1:2合成動力1:9.4と水路の流量が同じでも大きな成果が得られる。 The average flow velocity of the general opening channel is 1 to 3 m / S, the height H of the depth from the bottom of the channel, and the average velocity distribution velocity in the cross section of the channel is calculated to be 0.6H. Yes. The construction method of the underwater turbine is that the diameter of the turbine wheel D is 0.36B = D of the channel width B, the depth of sinking from the water surface is 0.25D = Hg, and the depth of sinking from the water surface of the channel is the same as 0.4H. In the interval from the average flow velocity line to the water surface, the pressurized flow velocity of the turbine blades decreases and the turbine shaft output also decreases. In response to the design of the water wheel with a guide plate, whether the partial flow rate is possible by attaching a device that doubles the flow rate to the guide plate while considering the standard of flow rate of 2-3 m / S with cement mortar on the waterway wall, We succeeded in the hydraulic model experiment outside the turbine. A fixed frame base is fixed to a part of the waterway structure, and the guide slope plate goes down to the end point by 20 ° downstream as a passage entrance ceiling at the lower part of the upstream side of the base, and reaches the end point. This is based on the height of 0.55ho = h1 from the bottom of the channel. From the bottom of the water channel to the cross-sectional area of the channel inlet, the cross-sectional area of the end point is reduced, the water flow is compressed, the fluid is increased and the flow velocity is doubled, pressure is transferred from the end point to the turbine blades, and the turbine is rotated to generate the maximum output of the turbine shaft. . As a result of the experiment, the control of the underwater turbine and the water turbine with a guide plate achieves a great result even when the water flow rate is the same as the turbine shaft output 1: 4.5 turbine rotation 1: 2 combined power 1: 9.4.
現在する用水路に使用できる下掛け水車は、水車円板(6)Dの下部から0.25Dを水流の中に沈め、水車羽根(8)に設計流速を与え、水車軸出力と回転数の合成動力は持っているが、水車を設置した水路に機械を設置しても、水車の稼動力は不足で使用皆無です。ガイドプレート付水車は、水路の上に基部礎を設置、固定フレーム架台(1)を基礎に取り付ける。1のフレーム架台の下面上流側に、水路幅Bの0.964Bを持つ上流止水板(2)下部に、ガイド傾斜板(3)の下面を、上流側から下に20°の傾斜を水平測定で6の円板D(0.357B=D)の0.6Dの位置で下流側に垂直線を引き水車中心として、水路底面から0.55Hの高さに印をつけ、3の下流下面の終点で水路断面における最大流速位置に成る。更に終点上部の0.45Hの水量を上流から20°の傾斜押え板の下に送水させ、水路断面積が縮小することで、比重の増大と流速の速度が早くなり、下流終点口から速度を持ち放流するが短距離で平常に戻る。これがガイドプレートの設計流速が倍増流速になる原理です。又放流する水流を散乱しないように、ガイド両側板(4)の長さは、3の上流側より下流終点迄が6の水車円板の0.6Dと下流終点から水車軸中心垂直線までが6の円板の0.6Dと中心垂直線から下流側なで6の円板の0.5Dで加算すると6の円板の1.7Dが全長です。高さは1のフレーム架台の下面から3の下流終点まの高さと、3の終点から底面まで6の円板の0.5Dとを加算した高さ4面で組立て水流の散乱をふさぎ放流距離を伸ばし、水車の効率を上げるのが目的です。水車の設置は、1の固定フレーム架台の上流側下面から3の下流終点水平線までの高さを測定をし、3の終点から6の円板の0.6Dに7の水車軸中心垂直線を引き水平線と交差する。水平線から上部に6の円板の0.25d交差点は7の水車軸中心の水平線です。7の水車軸の両側に固定9の軸受け取り付け位置に合せ、1のフレーム架台下面から水車軸中心までの高さを測定し、水車軸受けフレーム台(5)を合せ水車を取り付ける。3の下流終点水平線から水車下までは、6の円板の0.25Dで終点口から速度を持つ放流水が8の水車羽根に加圧し水車軸出力と回転数の合成出力を発表とする。 The underwater turbine that can be used in the current irrigation channel is to sink 0.25D into the water flow from the bottom of the water wheel disc (6) D, give the design flow velocity to the water wheel blade (8), and combine the turbine wheel output and rotation speed. Although it has power, even if the machine is installed in the waterway where the water wheel is installed, the operation power of the water wheel is insufficient and there is no use. A water wheel with a guide plate has a base foundation installed on the waterway and a fixed frame base (1) attached to the foundation. The lower surface of the upstream water stop plate (2) having a channel width B of 0.964B is placed upstream of the lower surface of the
用水路に使用する下掛け水車の理論公式については誌上に発表されていますが、ガイドプレート付水車は、開発中で、水路の水流で設計流速の中に使用している水路の一部分に、機械を置き内部装置で流速を早くし機械の効率を上げたいと、水路幅B=0.5m水深ho=0.35mの水路で゛実験模型を繰り返し実験の結果完成する。その理論公式を作成する為、株式会社フロンティア技研の実験室に依頼し、水車外水理模型実験業務を完成する。しかし理論公式は論文を提出し認定を取らなければ公式には使用出来ず、下掛け水車の理論の解答と実験指数を組合せ、暫定公式を完成。水路での実験用製品で運転観察と軸出力と回転数を計測機で検査確認した。 The theoretical formula of the underwater turbine used in the irrigation channel has been published in the magazine, but the turbine with a guide plate is under development, and the machine is installed in a part of the channel used in the design flow velocity in the channel flow. In order to increase the flow rate with the internal device and increase the efficiency of the machine, the experiment model is repeated in the water channel with the water channel width B = 0.5 m and the water depth ho = 0.35 m, and the result is completed. In order to create the theoretical formula, the laboratory of Frontier Giken Co., Ltd. was commissioned to complete the hydraulic model experiment work. However, the theoretical formula cannot be used without submitting a paper and accrediting it, and the provisional formula was completed by combining the answer of the theory of the underwater turbine and the experimental index. Operational observation, shaft output, and rotation speed were inspected and confirmed with a measuring instrument for experimental products in waterways.
ガイドプレート付水車の暫定公式で実験用製品を、水路の高さH=1.85m、水路幅B=3.86m、水深ho=1.555m、通水断面積A=5.087m2 水路勾配i=0.000333、粗度係数n=0.015、平均流速υ=1.1m/S、流量Q=6.588m3/S、実験する水路です。
ガイドプレート付水車の設計による計算
[ガ1]軸出力:P=5.250・A・υ3(hg÷ho+1.513)9
A=0.5143m2 hg=0.699
P=5.25×0,514×1.13(0.699÷1.555+1.513)9=1551(W) 1.551(Kw)
[ガ2]回転数:N=2.626・υ・(hg÷ho+1.513)3÷D
N=2.626×1.1×(0.699÷1.555+1.513)1.513)3÷1.374=15.9(回/min)
[ガ3]合成出力:Pw=1.551×15.9=24.66
[実験]暫定公式の実験に、暫定公式設計・実験用製品を製作し、用水路で実験中に水車軸を測定器で測定した。
軸出力:1.701(Kw) 回転数:N=18.3(回/min)
合成出力:Pw=1.701×18.3=31.12
下掛け水車、同上公式設計による計算
[下1]軸出力:P=a・ωo・A・υ・(υ−u)・u/g
水車幅は水路幅の%:Br=80% 出力係数:a=97.37%
プレード面積:A=1.064(m2)粗度係数けu=0.55
重力加速度:g=9.8
P=0.973×1000×1.064×1.1×(1.1−0.55)×0.55÷9.8=35.15(w)
電力変換:QR=35.15÷101.97=0.344(Kw)
[下2]回転数:N=60/(πD/υ)=60÷(π×1.374÷0.55)=7.64(回/min)
[下3]合成動力:Pw=0.334×7.64=2.551
ガイド水車 軸出力1.551 回転数15.9 合成出力24.660
下掛け水車 軸出力0.344 回転数 7.6 合成出力 2.614
倍 率 4.508 2.1 9.487The experimental product in the provisional formula of a water wheel with a guide plate, water channel height H = 1.85m, water channel width B = 3.86m, water depth ho = 1.555m, water flow cross section A = 5.087m 2 i = 0.000333, roughness coefficient n = 0.015, average flow velocity υ = 1.1 m / S, flow rate Q = 6.588 m 3 / S.
Calculation by design of water turbine with guide plate [Ga 1] Shaft output: P = 5.250 · A · υ 3 (hg ÷ ho + 1.513) 9
A = 0.5143m 2 hg = 0.699
P = 5.25 × 0,514 × 1.1 3 (0.699 ÷ 1.555 + 1.513) 9 = 1551 (W) 1.551 (Kw)
[Ga 2] Number of revolutions: N = 2.626 · υ · (hg ÷ ho + 1.513) 3 ÷ D
N = 2.626 × 1.1 × (0.699 ÷ 1.555 + 1.513) 1.513) 3 ÷ 1.374 = 15.9 (times / min)
[Ga 3] Composite output: Pw = 1.551 × 15.9 = 24.66
[Experiment] A provisional official design / experimental product was produced for the provisional official experiment, and the water wheel shaft was measured with a measuring instrument during the experiment in the irrigation canal.
Shaft output: 1.701 (Kw) Number of revolutions: N = 18.3 (times / min)
Composite output: Pw = 1.701 × 18.3 = 31.12
Lower water turbine, calculation by the official design same as above [lower 1] shaft output: P = a · ωo · A · υ · (υ-u) · u / g
Turbine width is% of channel width: Br = 80% Output coefficient: a = 97.37%
Blade area: A = 1.064 (m 2 ) Roughness coefficient u = 0.55
Gravity acceleration: g = 9.8
P = 0.973 x 1000 x 1.064 x 1.1 x (1.1-0.55) x 0.55 ÷ 9.8 = 35.15 (w)
Power conversion: QR = 35.15 ÷ 101.97 = 0.344 (Kw)
[Lower 2] Number of revolutions: N = 60 / (πD / υ) = 60 ÷ (π × 1.374 ÷ 0.55) = 7.64 (times / min)
[Lower 3] Synthesis power: Pw = 0.334 × 7.64 = 2.551
Guide turbine wheel output 1.551 rpm 15.9 combined output 24.660
Shaft turbine shaft output 0.344 Rotational speed 7.6 Composite output 2.614
Double ratio 4.508 2.1 9.487
用水路の使用に合せ、設計流速の水流を利用し下掛け水車を採用したが、水路の施設機械は動力不足のため賣電を使用している。ガイドプレート付水車は、機械内部で設計流速を倍増させ、下掛け水車の合成出力より10倍の合成動力となり、施設機械の動力は十分に利用できる。又、用水路に水車の間隔を空けて数台設置し発電装置などにも使用できる。現在、経済産業省では、地球温暖化対策の一環として、出力500Kw以上千Kw以下の小規模水力発電の導入促進に向け、発電量を電力会社に販売するか否か検討を始めました。この水力発電に水路の利用化、既存ダムのすその原野等を利用化するには、水路を使用する水力発電に於ては、ガイドプレート付水車は採用されるものと確信します。 In line with the use of the irrigation canal, a water turbine with a designed flow rate was used, but the facility machinery in the canal uses electricity because of insufficient power. The water turbine with a guide plate doubles the design flow velocity inside the machine and becomes 10 times the combined power of the combined output of the underwater turbine, so that the power of the facility machine can be fully utilized. In addition, several units can be installed in the irrigation channel with an interval between the water turbines, and can also be used for a power generator. Currently, the Ministry of Economy, Trade and Industry has begun to consider whether to sell power generation to electric power companies in order to promote the introduction of small-scale hydroelectric power generation with output of 500 Kw to 1,000 Kw as part of global warming countermeasures. We are confident that a water turbine with a guide plate will be used for hydroelectric power generation that uses a waterway, in order to make use of the waterway for this hydroelectric power generation, and to utilize the field of the existing dam's foot.
1 固定フレーム架台 水路構造物の上部基礎に、機械の固定主体架台で、各構造及び水車機構を構成している。
2 上流止水板 上流から流れる水流を通路に導く構造止水板。
3 ガイド傾斜上流板 水路の底面から水深高さの中で通路上部面傾斜板
4 ガイド両側板 水路の通路終点流速倍増放流の囲いと水車効率。
5 水車軸受台フレーム 固定主体架台から水車を吊り下げるフレーム。
6 水車円板 水車の回転板。
7 水車軸 水車の回転軸と水車軸出力伝達。
8 水車羽根 回転板の羽根に流速倍増圧力を受け回転数倍増。
9 軸受け 水車回転構造を全部受け持つ受台。
10 伝導軸 水車軸から発生出力を受け伝達する軸。
11 チェン歯車A・B 水車軸にA・伝達軸にB取り付ける。
12 伝導チェン A・Bの歯車にチェンを掛け出力を伝達する。1. Fixed frame base Each structure and water turbine mechanism is composed of a fixed main frame of the machine on the upper foundation of the waterway structure.
2 Upstream water stop plate A structural water stop plate that guides the water flow from the upstream to the passage.
3 Guide-inclined upstream plate Inclined plate on the upper surface of the passage in the depth of water from the bottom of the waterway 4 Side plates on both sides of the channel
5 Turbine bearing stand frame A frame that suspends a water turbine from a fixed main frame.
6 Water wheel disc A rotating wheel of a water wheel.
7 Turbine shaft Transmission of the turbine shaft and turbine shaft output.
8 Turbine blades The rotating blades are subjected to double the flow velocity pressure and double the number of rotations.
9 Bearing A pedestal that fully handles the rotating structure of the turbine.
10 Conduction shaft A shaft that receives and transmits the generated output from the water wheel shaft.
11 Chain gears A and B Install A on the water wheel shaft and B on the transmission shaft.
12 Conduction chain A / B gears are chained to transmit the output.
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Cited By (6)
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JP2012202264A (en) * | 2011-03-24 | 2012-10-22 | Nippon System Kikaku Kk | Water wheel impeller blade type electric power generating apparatus |
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JP2014173527A (en) * | 2013-03-11 | 2014-09-22 | Nakayama Iron Works Ltd | Hydraulic power generation device |
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JPH10238449A (en) * | 1997-02-20 | 1998-09-08 | Saito Tekkosho:Kk | Water turbine provided with submerged outflow device and vertically moving frame device for side drain board used in the same outflow device |
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KR101243830B1 (en) * | 2011-03-16 | 2013-03-20 | 한국에너지기술연구원 | Drag type water current turbine having energy concentrating device |
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WO2013031064A1 (en) * | 2011-08-29 | 2013-03-07 | Suzuki Tizuru | Sealed-recirculation water channel for power generation and generation equipment using water channel |
JPWO2013031064A1 (en) * | 2011-08-29 | 2015-03-23 | 千鶴 鈴木 | Closed circulation channel for power generation and power generation equipment using this channel |
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