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JP3964535B2 - Pump head turbine pipe for high head and high indentation depth - Google Patents
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JP3964535B2 - Pump head turbine pipe for high head and high indentation depth - Google Patents

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Publication number
JP3964535B2
JP3964535B2 JP08160898A JP8160898A JP3964535B2 JP 3964535 B2 JP3964535 B2 JP 3964535B2 JP 08160898 A JP08160898 A JP 08160898A JP 8160898 A JP8160898 A JP 8160898A JP 3964535 B2 JP3964535 B2 JP 3964535B2
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suction pipe
density ratio
runner
fluid number
limit
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JPH11280633A (en
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部 繁 則 渡
黒 光 宏 石
宮 浩 小
川 敏 史 黒
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Toshiba Corp
Tokyo Electric Power Co Holdings Inc
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Toshiba Corp
Tokyo Electric Power Co Inc
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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
    • 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

【0001】
【発明の属する技術分野】
本発明は、ランナを収納するランナ室と吸出し管との間を接続するランナ室排水管等を備え、前記ランナ室内に高圧空気を注入してランナ室内の水をランナ室下方に連接されている吸出し管内に押下げてランナを空転運転させる高落差高押込み深さ用ポンプ水車に関する。
【0002】
【従来の技術】
最近のポンプ水車などの水力機械は、経済性を指向して高落差化しており、このような高落差の水力機械の吸出し高さ、或いは押込み深さはキャビテーション防止のなどの観点から相対的に高くなっており、その結果吸出し管内の水圧力は高いものとなっている。
【0003】
ところで、かかるポンプ水車において、電力系統の安定化や電力需要の変化に迅速に対応するため、ポンプ水車のランナを長時間にわたって空転させる調相運転が行なわれることが多い。
【0004】
図13は上記調相運転について説明するためのポンプ水車を模式的に示す縦断面図である。
【0005】
図13において、符号1はポンプ水車であって、駆動軸2の下端にランナ3が装着されており、そのランナ3がランナ室4内に配設されている。ランナ室4の外周にはケーング5が設けられており、そのケーシング5とランナ室4との間にはランナ3と同心状に複数のガイドベーン6が配設されている。また、ランナ室4の下端部には吸出し管7が連設されており、ランナ室4の側圧室4aと吸出し管7との間にはその両者間を連通する第1のランナ室排水管8が設けられ、ランナ3とガイドベーン6との間のランナ外周流路4bと吸出し管7との間にはそれらを連通する第2のランナ室排水管9が設けられている。
【0006】
このようなポンプ水車1に於いては、調相運転時は電力負荷を軽減するため、ガイドベーン6を全閉した後、吸出し管7内へ高圧空気を供給してランナ室4内の水を吸出し管7内に排水して水面Lをランナ3の下端部3aよりも所定距離だけ押し下げ、ランナ3を空転させて駆動トルクを軽減している。また、第1および第2のランナ室排水管8および9によりランナ室4と吸出し管7との間を連通させてランナ室4内の水の排水を促進させ、長時間にわたって安定した調相運転が実施できるようになっている。
【0007】
ところで、調相運転はランナ3と水面Lとの間の空間10内の空気は、ランナ3の回転によるランナ遠心風圧力の作用により回転方向にかき回され、図13に示すように水面Lには大きな波立ちや動揺が発生し、特に吸出し管7内の圧力が高い場合に顕著になる。
【0008】
従って、吸出し管7内の水が飛散してランナ3に付着し、ランナ3の回転にアンバランスが生じたり駆動軸2の入力が急増したり、さらには水面Lの動揺により高圧空気の一部が吸出し管7のエルボ部7aを介して吸出し管7の下流側7bに向かって漏れだし、ランナ室4内への高圧空気の供給が追いつかなくなったりする不具合が生じる可能性があった。
【0009】
【発明が解決しようとする課題】
そこで、上述した問題点を解決するために、漏気を抑制するための吸出し管形状を規定したものとして、特開平6−260375号公報、吸出し管の高さを規定したものとして特開平3−260375号公報などがあるが、密度比補正フルード数が大きい場合の取り扱いは明確になっていない。吸出し管の下流側への漏気を抑制するには吸出し管の高さをかなり大きくすればそれなりの効果が得られるが、土木工事の経済性などを考えると、吸出し管の高さを必要以上に高くすることはメリットがない。従って、密度比補正フルード数が大きい領域での適切な吸出し管の形状あるいは高さを設定する方策が必要であるが、このような方策についての提案は現在のところ見あたらない。
【0010】
本発明は上記のような事情に鑑みてなされたもので、ランナを空転運転させる際、軸入力が増加したり、高圧空気が吸出し管の下流に大量に漏気することなく、長時間にわたって安定した調相運転を行うことを第一の目的とし、また吸出し管形状及び吸出し管高さを適切に決定することにより、必要以上に吸出し管高さを大きくすることなく土木工事等の経済性を十分図ることを第二の目的とする高落差高押込み深さ用ポンプ水車を得ることを目的とする。
【0011】
【課題を解決するための手段】
上記目的を達成するため、請求項1記載の発明は、
ランナを収納するランナ室に接続された吸出し管内に高圧空気を注入して吸出し管内の水面を押し下げ、上記ランナを空気中において空転運転させるようにした高落差高押込み深さ用ポンプ水車の吸出し管において、
上記ランナの出口径をD(m)、ランナ出口周速をUe (m/s)、空気の密度をρa (kg/m3 )、水の密度をρw (kg/m3 )、及び重力の加速度をg(m/s2 )としたとき、密度比補正フルード数Fd を、
Fd ={ρa /(ρw −ρa )}1/2 Ue /(g・D)
と定義し、
1.2≦Fd ≦1.8の範囲で、この密度比補正フルード数Fd に対応して
d-c =F d (0.24F d +0.88)
なる関係式に基づいて求められた限界密度比補正フルード数Fd-c と、
予め実験によって求められた限界密度比補正フルード数Fd-c に対する吸出し管の吸出し高さF及び吸出し管エルボオフセット寸法Rの組合せ線図から、
前記吸出し管の吸出し管高さFと吸出し管エルボオフセット寸法Rの組合せが決定されていることを特徴とする。
【0012】
また、請求項4記載の発明は、
ランナを収納するランナ室に接続された吸出し管内に高圧空気を注入して吸出し管内の水面を押し下げ、上記ランナを空気中において空転運転させるようにした高落差高押込み深さ用ポンプ水車の吸出し管において、
上記ランナの出口径をD(m)、ランナ出口周速をUe (m/s)、空気の密度をρa (kg/m3 )、水の密度をρw (kg/m3 )、及び重力の加速度をg(m/s2 )としたとき、密度比補正フルード数Fd を、
Fd ={ρa /(ρw −ρa )}1/2 Ue /(g・D)
と定義し、
1.2≦Fd ≦1.8の範囲で、この密度比補正フルード数Fd に対応して
d-c =F d (0.24F d +0.88)
なる関係式に基づいて限界密度比補正フルード数Fd-c を求め、
この限界密度比補正フルード数Fd-c に対して、
F/D=3.34F d-c2 −9.95Fd-c +11.02
及び、
R/D=−1.15F d-c2 +5.71Fd-c −4.35
なる関係を満たすように、吸出し高さF吸出し管エルボオフセット寸法Rが決定されていることを特徴とする。
【0013】
【発明の実施の形態】
以下、図1乃至図12を参照して本発明の実施の形態について説明する。なお、図中図13と同一部分には同一符号を付して説明する。
【0014】
図1において、符号1はポンプ水車であって、駆動軸2の下端にランナ3が装着されており、そのランナ3がランナ室4内に配設されている。ランナ室4の外周にはケージング5が設けられており、そのケーシング5とランナ室4との間にはランナ3と同心状に複数のガイドベーン6が配設されている。また、ランナ室4の下端部には吸出し管7が連設されており、ランナ室4の側圧室4aと吸出し管7との間にはその両者間を連通する第1のランナ室排水管8が設けられ、ランナ3とガイドベーン6との間のランナ外周流路4bと吸出し管7との間にはそれらを連通する第2のランナ室排水管9が設けられている。
【0015】
そこで、このような高落差高押込み深さ用ポンプ水車においてランナ3を気中で空転運転させるいわゆる調相運転を行なう場合には、ガイドベーン6を全閉とした後に吸出し管上部に接続された高圧空気注入管(図示せず)から高圧空気を供給し、ランナ室4内の水を空気に置換し、水面をランナ3の下端部よりも下方に下げる。この場合、通常は効率的な高圧空気の供給を行なうため、吸出し管7内で規定押し下げ水位の上限L1 を及び規定押し下げ水位の下限L2 を設定している。
【0016】
すなわち、最初に水面押し下げを行うとき、また調相運転に入ってから漏気による補給気を行い、給気を停止する水面レベルとして規定押し下げ水面レベルの下限L2 を設定し、漏気により水面レベルが上昇し、ランナに近付き過ぎないように補給気する水面レベルとして、規定押し下げ水面レベルL1 を設定する。
【0017】
また、第一のランナ室排水管8及び第二のランナ室排水管9によって、ランナ室4内の水の排水を促進させ、安定した調相運転を可能にする。
【0018】
図2は密度比補正フルード数が1.2から1.8の発電所要項に対して、漏気を抑制するための吸出し管エルボオフセット寸法Rおよび吸出し管高さFを決定する手順を示したものである。
【0019】
まず、発電所の要項が与えられた場合、これらからランナ出口径、主機の回転数、押込み深さを決定し、密度比補正フルード数Fd を算出する。すなわち、ランナ出口径をD(m)、ランナ出口周速をUe(m/s)、空気の密度をρa (kg/m3 )、水の密度をρw (kg/m3 )および重力の加速度をg(m/s2 )としたとき、密度比補正フルード数Fd を
Fd ={ρa /(ρw −ρa )}1/2 Ue/(g・D)
として算出する。この場合、空気の密度、水の密度は押込み深さから決まる。
【0020】
次に、従来の実績値を考慮した関係式を用いて密度比補正フルード数Fd から限界密度比補正フルード数Fd-c を求める。この関係式は、本発明の方法で吸出し管を決定する際に余裕を与えるもので、吸出し管に給気する場合の給気弁の動作遅れによる過給気による押し下げ水位の低下と吸出し管下流への漏気、及びある時間経過後の漏気による押し下げ水位の上昇によるランナへの水滴の巻き込みによる軸入力の増加などを考慮し、適正な規定押し下げ水面レベルが設定可能な吸出し管が求まるような式となっている。具体的には、
図3にも示すように
Fd-c =Fd (0.24Fd +0.88) (1)
なる関係式である。
【0021】
限界密度比補正フルード数Fd-c が求まれば、実験から求めた限界密度比補正フルード数Fd-c と吸出し管エルボオフセット寸法および吸出し管高さの関係線図から吸出し管エルボオフセット寸法Rおよび吸出し管高さFの組合わせが得られる。この組合わせから適正な吸出し管を決定する。
【0022】
ここで、本発明による高落差高押込み深さ用ポンプ水車に於いて、吸出し管決定方策を決めるにあたり、実施した検証試験による限界密度比補正フルード数Fd-c と吸出し管エルボオフセット寸法および吸出し管高さの関係線図の求め方と、吸出し管エルボオフセット寸法および吸出し管高さの決め方を具体的に説明する。
【0023】
まず、特定の吸出し管エルボオフセット寸法R及び吸出し管高さFの組合わせに於いて、数種類の密度比補正フルード数のもとで、押し下げ水位を変化させて軸入力及び漏気量の変化を検出し、軸入力の限界水位Zt(図4)、及び漏気特性の限界水位Z1(図4)を求める。
【0024】
次に図5に示すように横軸に密度比補正フルード数をとり、縦軸に軸入力の限界水位Zt、及び漏気量の限界水位Z1のランナ出口径Dに対する比をとり、前記数種類の各密度比補正フルード数におけるZt/Dをプロットした直線とZ1/Dをプロットした直線との交点の密度比補正フルード数を、この吸出し管エルボオフセット寸法及び吸出し管高さの組合わせに於ける限界密度比補正フルード数Fd-c とする。
【0025】
このような方法で別の多くの吸出し管エルボオフセット寸法R及び吸出し管高さFの組合わせについても、限界密度比補正フルード数Fd-c を求める。
【0026】
これらの結果から、限界密度比補正フルード数Fd-c とランナ出口径Dに対する吸出し管エルボオフセット寸法の比R/D及びランナ出口径Dに対する吸出し管高さの比F/Dの組合わせの関係として整理した線図の例が図6である。尚、図6中の曲線は説明のために3種類のみ表示してある。
【0027】
次に、この図6の線図と前述した限界密度比補正フルード数Fd-c から吸出し管エルボオフセット寸法および吸出し管高さの組合わせを求める方法を図7で説明する。
【0028】
前述した方法で求めた限界密度比補正フルード数Fd-c を例えば値aとした場合、値aに対応するR/Dのとりうる範囲は図7でb1以上であり、またF/Dの取りうる範囲はc3以下c2以上である。これはR/Dを大きくするとF/Dが小さくなり、R/Dを小さくするとF/Dが大きくなることを示している。この場合、R/Dがb1からb2に近づくにつれてF/Dがc3からc2に小さくなっていくが、その減少の割合が小さくなり、そしてR/Dがb2以上ではF/Dがc2のままほとんど小さくならないことに注意する必要がある。従って、このことを考慮して妥当と考えられるR/Dを決定する。説明上、図7中に於いてR/D=bとする。もちろん、吸出し管高さを可能な限り低くしようと意図する場合、選択肢としてR/Dにb2を採用することも考えられる。
【0029】
R/Dが決まれば、R/D=bに於けるそれぞれのF/D曲線上の限界密度比補正フルード数Fd-c を読み取る。この値を図7に示したようにa1,a2およびa3とする。これらから、図8に示すような線図を作成する。そして、この3点のデータから補間式を求め、これに値aを代入してF/D=cを算出する。
【0030】
以上により、発電所の要項に応じて適正な吸出し管を決定することが可能となる。
【0031】
このように本発明の上記実施の形態では、密度比補正フルード数Fd が1.2〜1.8以下という、従来にない高い領域をも含む領域に於いて、発電所の要項から算出される密度比補正フルード数Fd から限界密度比補正フルード数Fd-c を求め、実験的に求めた吸出し管エルボオフセット寸法R及び吸出し管高さFと限界密度比補正フルード数Fd-c の関係の線図から吸出し管を決定すれば、必要以上に吸出し管高さを大きくすることもなく、即ち土木工事に於いても経済的に且つ安定した調相運転を行うことができる。
【0032】
ところで、上記の実施の形態に於いては、限界密度比補正フルード数Fd-c から吸出し管エルボオフセット寸法Rと吸出し管高さFの組合わせを決定する際、その選択肢にはかなりの自由度がある。しかし、吸出し管高さの種類それぞれについて、吸出し管エルボオフセット寸法がある値以上では吸出し管エルボオフセット寸法を大きくしても限界密度比補正フルード数Fd-c があまり大きくならない傾向がある。そして、吸出し管エルボオフセット寸法を必要以上に大きくした場合、吸出し管の非円形断面部の範囲が長くなるために強度上の対策が必要になる可能性などが考えられる。従って、吸出し管形状を決定する場合、合理的に考えるならば適正な吸出し管エルボオフセット寸法と吸出し管高さの組合わせが存在する。これを示したものが図9である。
【0033】
図9に示した適正オフセット寸法曲線は、それぞれの吸出し管高さについての吸出し管エルボオフセット寸法R/Dと限界密度比補正フルード数Fd-c との関係曲線上での、吸出し管エルボオフセット寸法R/Dの増加に対して限界密度比補正フルード数Fd-c の増加傾向が弱まるポイントを滑らかに結んだものである。次に、それぞれのポイントに於ける限界密度比補正フルード数Fd-c を求め、横軸に限界密度比補正フルード数Fd-c を、縦軸に吸出し管エルボオフセット寸法R/Dと吸出し管高さF/Dを取って整理したものが図10である。実験に基づく詳細データからこの二つの曲線、すなわち限界密度比補正フルード数Fd-c に対する吸出し管エルボオフセット寸法R/D曲線、および限界密度比補正フルード数Fd-c に対する吸出し管高さF/D曲線を定義した式は以下の通りである。
(R/D)=−1.15F d-c2 +5.71Fd-c −4.35 (2)
および
(F/D)=3.34F d-c2 −9.95Fd-c +11.02 (3)
【0034】
以上により、発電所の要項から算出される密度比補正フルード数Fd から限界密度比補正フルード数Fd-c を求め、式(2)および式(3)を用いて計算することで当該の吸出し管の適正な吸出し管エルボオフセットRと吸出し管高さFを一義的に決定することができる。
【0035】
このようにこの実施の形態では、密度比補正フルード数Fd が1.2〜1.8以下という、従来にない高い領域をも含む領域において、発電所の要項から算出される密度比補正フルード数Fd から限界密度比補正フルード数Fd-c を求め、実験的に求めた適正な吸出し管エルボオフセット寸法Rと吸出し管高さFとを与える計算式から吸出し管を決定すれば、必要以上に吸出し管高さを大きくすることもなく、即ち土木工事に於いても経済的に且つ安定した調相運転を行うことができる。
【0036】
一方、図11は、前記ランナ3とその外周に配列されたガイドベーン6との間の外周流路4bと前記吸出し管7とを連通する第二のランナ室排水管9を、前記吸出し管流路のエルボ部上面最下端部から上方へ垂直距離で1.3D未満の位置の前記吸出し管断面に設けた場合のポンプ漏気特性の模型試験結果を示す例である。図11中の(a)〜(c)は、第二のランナ室排水管9と吸出し管流路のエルボ部上面最下端部との位置は同じで、吸出し管高さのみ変えてある。また、R/Dは約2.8である。
【0037】
この例のように吸出し管エルボオフセット寸法が従来用いられている吸出し管に対して大きな場合、同じ吸出し管高さでは漏気量は全体的に少なくなり、また漏気量の押し下げ水位に対する変化は、押し下げ水位のあるレベルでいったんピーク値を示した後、押し下げ水位が低くなるにしたがって減少していき吸出し管流路のエルボ部上面最下端部に達して一気に漏気するような特性を示す。ここで、(a)および(b)に示した吸出し管高さF/Dが3.7あるいは4といった場合の漏気特性は、ピーク部の形状がふた山になっている。このふた山のピークの最初の山は、実験による詳細な観察の結果、第二のランナ室排水管の吸出し管開口部から流出する気泡が水面動揺に伴い発生する水中の渦に巻き込まれて吸出し管の下流へ直接流出することによって生じていることが判明した。この影響を除去すれば漏気特性が改善できる。
【0038】
そこで、第二のランナ室排水管9の吸出し管開口部位置について、吸出し管流路のエルボ部上面最下端部から上方への垂直距離を数種類変化させて試験を行った。この結果、吸出し管流路のエルボ部上面最下端部から上方へ垂直距離で1.3D以上の位置の前記吸出し管断面に設けた場合、漏気量の変化が図12の実線で示すようになり、斜線で示した部分がなくなり、第二のランナ室排水管の吸出し管開口部から流出する気泡が水面動揺に伴い発生する水中の渦に巻き込まれないことが検証できた。
【0039】
このように、第二のランナ室排水管9の前記吸出し管流路への開口部を前記吸出し管流路のエルボ部上面最下端部から上方へ垂直距離で1.3D以上離した位置にした場合には、この第二のランナ室排水管9から流出する気泡が水面動揺に伴い発生する水中の渦に巻き込まれて吸出し管の下流へ直接流出し、これが原因による漏気量の増加が発生することはない。また、この場合同一断面の任意の方位に第二のランナ室排水管を接続できるために配管設計の自由度が向上する。
【0040】
【発明の効果】
以上述べたように本発明によれば、発電所の要項から高落差高押込み深さ用ポンプ水車の適正な吸出し管を算定できるため、発電所設計における選択の自由度を大幅に増加させることになり、経済的に有利な吸出し管を備えた高落差高押込み深さ用ポンプ水車を得ることができる。また、ランナを空転運転させる場合、漏気量の少ない長時間の安定した空転運転が可能な高落差高押込み深さ用ポンプ水車を得ることができる。
【図面の簡単な説明】
【図1】 本発明による高落差高押込み深さ用ポンプ水車の模式的に示す縦断面図。
【図2】 発電所要項から適正な吸出し管を決定する場合の方法を説明するための図。
【図3】 発電所要項から算出した密度比補正フルード数Fd を用いて限界密度比補正フルード数Fd-c を求める図。
【図4】 実験に於ける、空転運転時の押し下げ水位と軸入力および漏気量の関係を示す図。
【図5】 実験に於ける、特定の吸出し管についての、複数の密度比補正フルード数Fd に対する軸入力および漏気量の限界水位から限界密度比補正フルード数Fd-c を求める補助線図。
【図6】 実験的に求めた吸出し管エルボオフセット寸法及び吸出し管高さと限界密度比補正フルード数Fd-c の関係を示す線図。
【図7】 吸出し管エルボオフセット寸法を決定する方法を示す線図。
【図8】 吸出し管高さを決定する方法を示す線図。
【図9】 適正オフセット寸法曲線を示す図。
【図10】 適正オフセット寸法曲線に基づく、展開密度比補正フルード数Fd-c と吸出し管エルボオフセット寸法及び吸出し管高さの関係を示す図。
【図11】 第二のランナ室排水管を、吸出し管流路のエルボ部上面最下端部から上方へ垂直距離で1.3D未満の位置の吸出し管断面に設けた場合の模型漏気特性の結果を示す図。
【図12】 第二のランナ室排水管を、吸出し管流路のエルボ部上面最下端部から上方へ垂直距離で1.3D以上の位置の吸出し管断面に設けた場合の模型漏気特性の結果を示す図。
【図13】 従来の高落差高押込み深さ用ポンプ水車を模式的に示す縦断面図。
【符号の説明】
1 ポンプ水車
3 ランナ
4 ランナ室
4a 側圧室
4b ランナ外周流路
5 ケーシング
6 ガイドベーン
7 吸出し管
7a 吸出し管エルボ部
7b 吸出し管下流側
8 第一のランナ室排水管
9 第二のランナ室排水管
L1 規定押し下げ水位上限
L2 規定押し下げ水位下限
[0001]
BACKGROUND OF THE INVENTION
The present invention includes a runner chamber drain pipe that connects between a runner chamber that houses the runner and a suction pipe, etc., and high-pressure air is injected into the runner chamber so that water in the runner chamber is connected below the runner chamber. The present invention relates to a pump turbine for a high head and a high indentation depth in which a runner is idled by being pushed down into a suction pipe.
[0002]
[Prior art]
Recently, hydraulic machines such as pump turbines have become high-headed for economic efficiency, and the suction height or pushing depth of such high-headed hydraulic machines is relatively high from the viewpoint of preventing cavitation. As a result, the water pressure in the suction pipe is high.
[0003]
By the way, in such a pump turbine, a phased operation is often performed in which the runner of the pump turbine is idled for a long period of time in order to quickly respond to stabilization of the power system and changes in power demand.
[0004]
FIG. 13 is a longitudinal sectional view schematically showing a pump turbine for explaining the phase adjustment operation.
[0005]
In FIG. 13, reference numeral 1 denotes a pump turbine, and a runner 3 is attached to the lower end of the drive shaft 2, and the runner 3 is disposed in the runner chamber 4. The outer periphery of the runner chamber 4 is provided with cable shea ring 5, a plurality of guide vanes 6 is disposed on the runner 3 and concentrically between its casing 5 and runner chamber 4. A suction pipe 7 is connected to the lower end portion of the runner chamber 4, and a first runner chamber drain pipe 8 that communicates between the side pressure chamber 4 a and the suction pipe 7 of the runner chamber 4. A second runner chamber drain pipe 9 is provided between the runner outer peripheral flow path 4b between the runner 3 and the guide vane 6 and the suction pipe 7.
[0006]
In such a pump turbine 1, in order to reduce the power load during phased operation, after the guide vane 6 is fully closed, high-pressure air is supplied into the suction pipe 7 to drain the water in the runner chamber 4. The water is drained into the suction pipe 7 and the water surface L is pushed down by a predetermined distance from the lower end portion 3a of the runner 3, and the runner 3 is idled to reduce the driving torque. In addition, the first and second runner chamber drain pipes 8 and 9 communicate between the runner chamber 4 and the suction pipe 7 to promote drainage of water in the runner chamber 4, and stable phase adjustment operation over a long period of time. Can be implemented.
[0007]
By the way, in the phase adjustment operation, the air in the space 10 between the runner 3 and the water surface L is swirled in the rotation direction by the action of the runner centrifugal wind pressure by the rotation of the runner 3, and the water surface L as shown in FIG. Large undulations and swaying occur, particularly when the pressure in the suction pipe 7 is high.
[0008]
Accordingly, the water in the suction pipe 7 is scattered and adheres to the runner 3, and the rotation of the runner 3 is unbalanced, the input of the drive shaft 2 is rapidly increased, and a part of the high-pressure air is caused by the fluctuation of the water surface L. May leak toward the downstream side 7b of the suction pipe 7 through the elbow portion 7a of the suction pipe 7, and the supply of high-pressure air into the runner chamber 4 may not be able to catch up.
[0009]
[Problems to be solved by the invention]
Therefore, in order to solve the above-mentioned problems, Japanese Patent Application Laid-Open No. 6-260375 and Japanese Patent Application Laid-Open No. 3-260375 that define the height of the suction pipe are defined as the shape of the suction pipe for suppressing air leakage. No. 260375, etc., but handling when the density ratio correction fluid number is large is not clear. To suppress leakage to the downstream side of the suction pipe, it is possible to obtain a certain effect by making the height of the suction pipe considerably large, but considering the economics of civil engineering work, the height of the suction pipe is more than necessary. There is no merit in making it high. Accordingly, there is a need for a method for setting an appropriate shape or height of the suction pipe in a region where the density ratio correction fluid number is large, but no proposal for such a method has been found at present.
[0010]
The present invention has been made in view of the circumstances as described above. When the runner is idling, the shaft input does not increase, and high-pressure air is not leaked in a large amount downstream of the suction pipe. The primary purpose is to perform the phased operation, and by appropriately determining the shape of the suction pipe and the height of the suction pipe, it is possible to improve the economics of civil engineering work without increasing the height of the suction pipe more than necessary. The purpose is to obtain a high-head and high-push-in depth pump turbine with the second objective of sufficiently achieving.
[0011]
[Means for Solving the Problems]
In order to achieve the above object, the invention according to claim 1
High-pressure-head high-pump-depth pump-turbine suction pipe in which high-pressure air is injected into a suction pipe connected to a runner chamber for storing the runner to push down the water surface in the suction pipe and cause the runner to idle in the air. In
The runner outlet diameter is D (m), the runner outlet peripheral speed is Ue (m / s), the air density is ρa (kg / m 3 ), the water density is ρw (kg / m 3 ), and the gravity When the acceleration is g (m / s 2 ), the density ratio correction fluid number Fd is
Fd = {ρa / (ρw−ρa)} 1/2 Ue / (g · D)
And define
Corresponding to this density ratio correction fluid number Fd in the range of 1.2 ≦ Fd ≦ 1.8
F d-c = F d (0.24F d +0.88)
The critical density ratio corrected fluid number Fd-c obtained based on the relational expression
And a combination diagram of the suction height F and draft tube elbow offset dimension R of the draft tube relative to the limit density ratio correction Froude number Fd-c that has been obtained through experiments in advance,
The combination of the suction pipe height F and the suction pipe elbow offset dimension R of the suction pipe is determined .
[0012]
The invention according to claim 4
High-pressure-head high-pump-depth pump-turbine suction pipe in which high-pressure air is injected into a suction pipe connected to a runner chamber for storing the runner to push down the water surface in the suction pipe and cause the runner to idle in the air. In
The runner outlet diameter is D (m), the runner outlet peripheral speed is Ue (m / s), the air density is ρa (kg / m 3 ), the water density is ρw (kg / m 3 ), and the gravity When the acceleration is g (m / s 2 ), the density ratio correction fluid number Fd is
Fd = {ρa / (ρw−ρa)} 1/2 Ue / (g · D)
And define
Corresponding to this density ratio correction fluid number Fd in the range of 1.2 ≦ Fd ≦ 1.8
F d-c = F d (0.24F d +0.88)
Based on the relational expression, the limit density ratio corrected fluid number Fd-c is obtained,
For this critical density ratio corrected fluid number Fd-c,
F / D = 3.34F dc 2 −9.95F d−c +11.02
as well as,
R / D = −1.15F dc 2 + 5.71Fd-c −4.35
The suction pipe height F and the suction pipe elbow offset dimension R are determined so as to satisfy the following relationship.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to FIGS. In the figure, the same parts as those in FIG.
[0014]
In FIG. 1, reference numeral 1 denotes a pump turbine, and a runner 3 is attached to the lower end of the drive shaft 2, and the runner 3 is disposed in the runner chamber 4. A caging 5 is provided on the outer periphery of the runner chamber 4, and a plurality of guide vanes 6 are disposed concentrically with the runner 3 between the casing 5 and the runner chamber 4. A suction pipe 7 is connected to the lower end portion of the runner chamber 4, and a first runner chamber drain pipe 8 that communicates between the side pressure chamber 4 a and the suction pipe 7 of the runner chamber 4. A second runner chamber drain pipe 9 is provided between the runner outer peripheral flow path 4b between the runner 3 and the guide vane 6 and the suction pipe 7.
[0015]
Therefore, when performing so-called phased operation in which the runner 3 is idling in the air in such a high head / high indentation pump turbine, the guide vane 6 is fully closed and then connected to the upper portion of the suction pipe. High-pressure air is supplied from a high-pressure air injection pipe (not shown), water in the runner chamber 4 is replaced with air, and the water level is lowered below the lower end of the runner 3. In this case, normally, in order to efficiently supply high-pressure air, the upper limit L1 of the specified push-down water level and the lower limit L2 of the specified push-down water level are set in the suction pipe 7.
[0016]
In other words, when the water surface is first pushed down, and after entering the phased operation, the supply air is supplied by air leakage, and the lower limit L2 of the specified water surface level is set as the water surface level at which air supply is stopped. As a water surface level for replenishing air so as not to get too close to the runner, a specified depressing water surface level L1 is set.
[0017]
Moreover, the drainage of the water in the runner chamber 4 is promoted by the first runner chamber drain pipe 8 and the second runner chamber drain pipe 9 to enable stable phase adjustment operation.
[0018]
FIG. 2 shows a procedure for determining the suction pipe elbow offset dimension R and the suction pipe height F for suppressing air leakage for a power generation requirement with a density ratio corrected fluid number of 1.2 to 1.8. Is.
[0019]
First, when the essential points of the power plant are given, the runner outlet diameter, the main engine speed, and the indentation depth are determined from these, and the density ratio corrected fluid number Fd is calculated. In other words, the runner outlet diameter D (m), the runner outlet peripheral velocity Ue (m / s), the density of the air ρa (kg / m 3), the density of water ρw (kg / m 3) and gravity acceleration Is g (m / s 2 ), and the density ratio corrected fluid number Fd is Fd = {ρa / (ρw−ρa)} 1/2 Ue / (g · D)
Calculate as In this case, the density of air and the density of water are determined from the indentation depth.
[0020]
Next, the limit density ratio corrected fluid number Fd-c is obtained from the density ratio corrected fluid number Fd using a conventional relational expression in consideration of the actual value. This relational expression gives a margin when the suction pipe is determined by the method of the present invention. When the air is supplied to the suction pipe, the lowering of the pushed down water level due to the supercharging due to the operation delay of the air supply valve and the downstream of the suction pipe Taking into account the increase in shaft input due to water drop entrainment due to the rise of the water level pushed down due to air leakage after a certain period of time and the leakage of water after a certain period of time, etc. It has become a formula. In particular,
As shown in FIG. 3, Fd-c = Fd (0.24Fd + 0.88) (1)
The following relational expression.
[0021]
If the limit density ratio corrected fluid number Fd-c is obtained, the relationship between the limit density ratio corrected fluid number Fd-c obtained from the experiment, the suction pipe elbow offset dimension, and the suction pipe height is shown, and the suction pipe elbow offset dimension R and A combination of suction pipe heights F is obtained. An appropriate suction pipe is determined from this combination.
[0022]
Here, in the pump turbine for a high head and high indentation depth according to the present invention, in determining the suction pipe determination policy, the limit density ratio correction fluid number Fd-c, the suction pipe elbow offset dimension and the suction pipe are determined by the verification test performed. The method for obtaining the relationship diagram of the height and the method for determining the suction pipe elbow offset dimension and the suction pipe height will be specifically described.
[0023]
First, in the combination of a specific suction pipe elbow offset dimension R and suction pipe height F, the push-down water level is changed under several density ratio correction fluid numbers to change the shaft input and the amount of leakage. It detects and obtains the limit water level Zt (FIG. 4) of the shaft input and the limit water level Z1 (FIG. 4) of the air leakage characteristics.
[0024]
Next, as shown in FIG. 5, the horizontal axis represents the density ratio corrected fluid number, and the vertical axis represents the ratio of the axial input limit water level Zt and the amount of air leakage to the runner outlet diameter D of the limit water level Z1. The density ratio correction fluid number at the intersection of the straight line plotting Zt / D and the straight line plotting Z1 / D at each density ratio correction fluid number is a combination of the suction pipe elbow offset dimension and the suction pipe height. The limit density ratio corrected fluid number is Fd-c.
[0025]
The critical density ratio corrected fluid number Fd-c is also obtained for combinations of many other suction pipe elbow offset dimensions R and suction pipe heights F in this way.
[0026]
From these results, the relationship between the limit density ratio corrected fluid number Fd-c, the ratio R / D of the suction pipe elbow offset size to the runner outlet diameter D, and the ratio F / D of the suction pipe height to the runner outlet diameter D FIG. 6 shows an example of a diagram arranged as follows. Note that only three types of curves in FIG. 6 are displayed for explanation.
[0027]
Next, a method for obtaining a combination of the suction pipe elbow offset dimension and the suction pipe height from the diagram of FIG. 6 and the aforementioned limit density ratio corrected fluid number Fd-c will be described with reference to FIG.
[0028]
When the limit density ratio corrected fluid number Fd-c obtained by the above-described method is, for example, a value a, the R / D range corresponding to the value a is b1 or more in FIG. The possible range is c3 or less and c2 or more. This indicates that increasing R / D decreases F / D, and decreasing R / D increases F / D. In this case, as R / D approaches from b1 to b2, F / D decreases from c3 to c2, but the rate of decrease decreases, and when R / D is greater than or equal to b2, F / D remains c2. It should be noted that it is hardly reduced. Therefore, the R / D considered to be appropriate is determined in consideration of this. For explanation, it is assumed that R / D = b in FIG. Of course, when it is intended to make the suction pipe height as low as possible, it is conceivable to adopt b2 for R / D as an option.
[0029]
When R / D is determined, the limit density ratio corrected fluid number Fd-c on each F / D curve at R / D = b is read. These values are a1, a2 and a3 as shown in FIG. From these, a diagram as shown in FIG. 8 is created. Then, an interpolation equation is obtained from the data of these three points, and the value a is substituted into this to calculate F / D = c.
[0030]
As described above, it is possible to determine an appropriate suction pipe according to the essential points of the power plant.
[0031]
As described above, in the above embodiment of the present invention, the density ratio correction fluid number Fd is 1.2 to 1.8 or less, and is calculated from the essential points of the power plant in the region including the unprecedented high region. The limit density ratio corrected fluid number Fd-c is obtained from the density ratio corrected fluid number Fd, and the relationship between the experimentally determined suction pipe elbow offset dimension R and suction pipe height F and the limit density ratio corrected fluid number Fd-c If the suction pipe is determined from the figure, the suction pipe height is not increased more than necessary, that is, economical and stable phase adjustment operation can be performed even in civil engineering work.
[0032]
By the way, in the above embodiment, when the combination of the suction pipe elbow offset dimension R and the suction pipe height F is determined from the limit density ratio correction fluid number Fd-c, there are considerable degrees of freedom in the options. There is. However, for each type of suction pipe height, if the suction pipe elbow offset dimension exceeds a certain value, the limit density ratio corrected fluid number Fd-c tends not to be so large even if the suction pipe elbow offset dimension is increased. And when the suction pipe elbow offset dimension is increased more than necessary, the range of the non-circular cross-section of the suction pipe becomes longer, so there is a possibility that measures for strength may be required. Therefore, when determining the shape of the suction pipe, there is a proper combination of the suction pipe elbow offset dimension and the suction pipe height if reasonably considered. This is shown in FIG.
[0033]
The appropriate offset dimension curve shown in FIG. 9 is the suction pipe elbow offset dimension on the relationship curve between the suction pipe elbow offset dimension R / D and the limit density ratio corrected fluid number Fd-c for each suction pipe height. This is a smooth connection between points where the increasing tendency of the limit density ratio correction fluid number Fd-c weakens with increasing R / D. Next, limit density ratio correction fluid number Fd-c at each point is obtained, limit density ratio correction fluid number Fd-c is plotted on the horizontal axis, and suction pipe elbow offset dimension R / D and suction pipe height are plotted on the vertical axis. FIG. 10 shows the arrangement of the F / D. From the experimental detailed data, these two curves, the suction pipe elbow offset dimension R / D curve for the critical density ratio corrected fluid number Fd-c, and the suction pipe height F / D for the critical density ratio corrected fluid number Fd-c. The formula defining the curve is as follows.
(R / D) = − 1.15F dc 2 + 5.71Fd−c −4.35 (2)
And (F / D) = 3.34F dc 2 −9.95Fd−c + 11.02 (3)
[0034]
As described above, the limit density ratio corrected fluid number Fd-c is obtained from the density ratio corrected fluid number Fd calculated from the power plant requirements, and is calculated by using the equations (2) and (3), thereby calculating the suction pipe. The appropriate suction pipe elbow offset R and suction pipe height F can be uniquely determined.
[0035]
As described above, in this embodiment, the density ratio corrected fluid number calculated from the essential points of the power plant in the area including the unprecedented high area where the density ratio corrected fluid number Fd is 1.2 to 1.8 or less. If the limit density ratio correction fluid number Fd-c is obtained from Fd and the suction pipe is determined from the calculation formula that gives the appropriate suction pipe elbow offset dimension R and the suction pipe height F obtained experimentally, the suction will be more than necessary. It is possible to perform an economical and stable phase adjustment operation without increasing the pipe height, that is, in civil engineering work.
[0036]
On the other hand, FIG. 11 shows the second runner chamber drain pipe 9 communicating with the suction pipe 7 and the outer peripheral flow path 4b between the runner 3 and the guide vanes 6 arranged on the outer periphery thereof. It is an example which shows the model test result of the pump air leakage characteristic at the time of providing in the said suction pipe cross section of the position below less than 1.3D by the vertical distance upwards from the elbow part upper surface lower end part of a path | route. 11 (a) to 11 (c), the positions of the second runner chamber drain pipe 9 and the bottom end of the upper surface of the elbow part of the suction pipe flow path are the same, and only the suction pipe height is changed. R / D is about 2.8.
[0037]
If the suction pipe elbow offset dimension is larger than the conventional suction pipe as in this example, the amount of air leakage will be reduced overall at the same suction pipe height, and the change in the amount of air leakage will be After the peak value is once shown at a certain level of the pushed-down water level, it decreases as the pushed-down water level becomes lower, and reaches the lowermost end of the upper surface of the elbow part of the suction pipe flow path and leaks at once. Here, in the air leakage characteristics when the suction pipe height F / D shown in (a) and (b) is 3.7 or 4, the peak portion has two peaks. As a result of detailed observation by experiment, the first peak of this cap peak was sucked out by the bubbles flowing out from the suction pipe opening of the second runner chamber drain pipe being caught in the underwater vortex generated by the water surface fluctuation. It was found to be caused by a direct discharge downstream of the tube. If this effect is removed, the air leakage characteristics can be improved.
[0038]
Therefore, the suction pipe opening position of the second runner chamber drain pipe 9 was tested by changing several vertical distances from the lowermost end of the upper surface of the elbow part of the suction pipe flow path. As a result, when the suction pipe is provided in the cross section of the suction pipe at a vertical distance of 1.3D or more upward from the lowermost end of the upper surface of the elbow part of the suction pipe flow path, the change in the amount of leakage is shown by the solid line in FIG. Thus, the hatched portion disappeared, and it was verified that bubbles flowing out from the suction pipe opening of the second runner chamber drain pipe were not caught in the underwater vortex generated by the water surface fluctuation.
[0039]
In this way, the opening of the second runner chamber drain pipe 9 to the suction pipe flow path is located at a position that is 1.3D or more away from the bottom end of the upper surface of the elbow part of the suction pipe flow path by a vertical distance of 1.3D or more. In this case, the air bubbles flowing out from the second runner chamber drain pipe 9 are caught in the vortex in the water generated by the fluctuation of the water surface and directly flow out to the downstream of the suction pipe, which causes an increase in the amount of air leakage. Never do. Further, in this case, since the second runner chamber drain pipe can be connected in an arbitrary direction of the same cross section, the degree of freedom in piping design is improved.
[0040]
【The invention's effect】
As described above, according to the present invention, it is possible to calculate the appropriate suction pipe of the pump turbine for the high head and high indentation depth from the essential points of the power plant, so that the degree of freedom in selection in the power plant design is greatly increased. Thus, it is possible to obtain a high drop and high indentation depth pump turbine equipped with an economically advantageous suction pipe. In addition, when the runner is idling, it is possible to obtain a high-head and high-push-depth pump turbine capable of stable idling for a long time with a small amount of air leakage.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view schematically showing a pump turbine for high head and high indentation depth according to the present invention.
FIG. 2 is a diagram for explaining a method in a case where an appropriate suction pipe is determined from a power generation requirement.
FIG. 3 is a diagram for obtaining a limit density ratio corrected fluid number Fd-c using a density ratio corrected fluid number Fd calculated from a power generation requirement.
FIG. 4 is a diagram showing a relationship between a pushed-down water level, shaft input, and air leakage amount during idling operation in an experiment.
FIG. 5 is an auxiliary diagram for obtaining a limit density ratio corrected fluid number Fd-c from a shaft input with respect to a plurality of density ratio corrected fluid numbers Fd and a limit water level of an air leakage amount for a specific suction pipe in an experiment.
FIG. 6 is a diagram showing the relationship between the suction pipe elbow offset dimension and the suction pipe height and the limit density ratio corrected fluid number Fd-c obtained experimentally.
FIG. 7 is a diagram illustrating a method for determining a suction pipe elbow offset dimension.
FIG. 8 is a diagram showing a method for determining a suction pipe height.
FIG. 9 is a diagram showing an appropriate offset dimension curve.
FIG. 10 is a graph showing a relationship between a development density ratio correction fluid number Fd-c, a suction pipe elbow offset dimension, and a suction pipe height based on an appropriate offset dimension curve.
FIG. 11 shows the model leakage characteristics when the second runner chamber drain pipe is provided on the cross section of the suction pipe at a vertical distance of less than 1.3D from the lowermost part of the upper surface of the elbow part of the suction pipe flow path. The figure which shows a result.
FIG. 12 shows the model leakage characteristics when the second runner chamber drain pipe is provided on the cross section of the suction pipe at a vertical distance of 1.3D or more upward from the bottom end of the upper surface of the elbow section of the suction pipe flow path. The figure which shows a result.
FIG. 13 is a longitudinal sectional view schematically showing a conventional high drop / high indentation depth pump turbine.
[Explanation of symbols]
1 pump turbine 3 runner 4 runner chamber 4a side pressure chamber 4b runner outer peripheral flow path 5 casing 6 guide vane 7 suction pipe 7a suction pipe elbow part 7b suction pipe downstream side 8 first runner chamber drain pipe 9 second runner chamber drain pipe L1 specified lowering water level upper limit L2 specified lowering water level lower limit

Claims (4)

ランナを収納するランナ室に接続された吸出し管内に高圧空気を注入して吸出し管内の水面を押し下げ、上記ランナを空気中において空転運転させるようにした高落差高押込み深さ用ポンプ水車の吸出し管において、
上記ランナの出口径をD(m)、ランナ出口周速をUe (m/s)、空気の密度をρa (kg/m3 )、水の密度をρw (kg/m3 )、及び重力の加速度をg(m/s2 )としたとき、密度比補正フルード数Fd を、
Fd ={ρa /(ρw −ρa )}1/2 Ue /(g・D)
と定義し、
1.2≦Fd ≦1.8の範囲で、この密度比補正フルード数Fd に対応して
d-c =F d (0.24F d +0.88)
なる関係式に基づいて求められた限界密度比補正フルード数Fd-c と、
予め実験によって求められた限界密度比補正フルード数Fd-c に対する吸出し管の吸出し高さF及び吸出し管エルボオフセット寸法Rの組合せ線図から、
前記吸出し管の吸出し管高さFと吸出し管エルボオフセット寸法Rの組合せが決定されていることを特徴とする高落差高押込み深さ用ポンプ水車の吸出し管。
High-pressure-head high-pump-depth pump-turbine suction pipe in which high-pressure air is injected into a suction pipe connected to a runner chamber for storing the runner to push down the water surface in the suction pipe and cause the runner to idle in the air. In
The runner outlet diameter is D (m), the runner outlet peripheral speed is Ue (m / s), the air density is ρa (kg / m 3 ), the water density is ρw (kg / m 3 ), and the gravity When the acceleration is g (m / s 2 ), the density ratio correction fluid number Fd is
Fd = {ρa / (ρw−ρa)} 1/2 Ue / (g · D)
And define
Corresponding to this density ratio correction fluid number Fd in the range of 1.2 ≦ Fd ≦ 1.8
F d-c = F d (0.24F d +0.88)
The critical density ratio corrected fluid number Fd-c obtained based on the relational expression
And a combination diagram of the suction height F and draft tube elbow offset dimension R of the draft tube relative to the limit density ratio correction Froude number Fd-c that has been obtained through experiments in advance,
A suction pipe of a pump turbine for a high drop / high indentation depth, wherein a combination of a suction pipe height F of the suction pipe and a suction pipe elbow offset dimension R is determined .
特定の吸出し管エルボオフセット寸法及び吸出し管高さの組合せにおいて、数種類の密度比補正フルード数のもとで、押し下げ水位を変化させて軸入力の限界水位Ztと漏気特性の限界水位Z1 を求め、各密度比補正フルード数に対するZt/Dをプロットした直線とZ1 /Dをプロットした直線との交点の密度比補正フルード数を、上記特定の吸出し管エルボオフセット寸法及び吸出し管高さの組合わせの限界密度比補正フルード数Fd-c としたことを特徴とする、請求項1記載の高落差高押込み深さ用ポンプ水車の吸出し管。  For a specific combination of suction pipe elbow offset size and suction pipe height, the push-down water level is changed under several types of density ratio corrected fluid numbers to determine the limit water level Zt for shaft input and the limit water level Z1 for air leakage characteristics. The density ratio correction fluid number at the intersection of the straight line plotting Zt / D and the straight line plotting Z1 / D for each density ratio correction fluid number is a combination of the above specified suction pipe elbow offset dimension and suction pipe height. The suction pipe of a high drop and high indentation pump turbine according to claim 1, wherein the limit density ratio correction fluid number is Fd-c. 限界密度比補正フルード数Fd-c とR/D及びF/Dの組合わせの関係線図を求め、その線図から所望の限界密度比補正フルード数に対応するR/Dの値を採用し、このR/Dの値におけるそれぞれのF/D曲線上の限界密度比補正フルード数を読みとり、この限界密度比補正フルード数とF/Dとの関係からF/Dの値を決定したことを特徴とする、請求項2記載の高落差高押込み深さ用ポンプ水車の吸出し管。  Obtain a relationship diagram of the limit density ratio correction fluid number Fd-c and the combination of R / D and F / D, and use the R / D value corresponding to the desired limit density ratio correction fluid number from the diagram. In this R / D value, the limit density ratio corrected fluid number on each F / D curve is read, and the value of F / D is determined from the relationship between the limit density ratio corrected fluid number and F / D. The suction pipe of a pump turbine for high head and high indentation depth according to claim 2, characterized in that ランナを収納するランナ室に接続された吸出し管内に高圧空気を注入して吸出し管内の水面を押し下げ、上記ランナを空気中において空転運転させるようにした高落差高押込み深さ用ポンプ水車の吸出し管において、
上記ランナの出口径をD(m)、ランナ出口周速をUe (m/s)、空気の密度をρa (kg/m3 )、水の密度をρw (kg/m3 )、及び重力の加速度をg(m/s2 )としたとき、密度比補正フルード数Fd を、
Fd ={ρa /(ρw −ρa )}1/2 Ue /(g・D)
と定義し、
1.2≦Fd ≦1.8の範囲で、この密度比補正フルード数Fd に対応して
d-c =F d (0.24F d +0.88)
なる関係式に基づいて限界密度比補正フルード数Fd-c を求め、
この限界密度比補正フルード数Fd-c に対して、
F/D=3.34F d-c2 −9.95Fd-c +11.02
及び、
R/D=−1.15F d-c2 +5.71Fd-c −4.35
なる関係を満たすように、吸出し高さF吸出し管エルボオフセット寸法Rが決定されていることを特徴とする高落差高押込み深さ用ポンプ水車の吸出し管。
High-pressure-head high-pump-depth pump-turbine suction pipe in which high-pressure air is injected into a suction pipe connected to a runner chamber that houses the runner to push down the water surface in the suction pipe and cause the runner to idle in the air. In
The runner outlet diameter is D (m), the runner outlet peripheral speed is Ue (m / s), the air density is ρa (kg / m 3 ), the water density is ρw (kg / m 3 ), and the gravity When the acceleration is g (m / s 2 ), the density ratio correction fluid number Fd is
Fd = {ρa / (ρw−ρa)} 1/2 Ue / (g · D)
And define
Corresponding to this density ratio correction fluid number Fd in the range of 1.2 ≦ Fd ≦ 1.8
F d-c = F d (0.24F d +0.88)
Based on the relational expression, the limit density ratio corrected fluid number Fd-c is obtained,
For this critical density ratio corrected fluid number Fd-c,
F / D = 3.34F dc 2 −9.95F d−c +11.02
as well as,
R / D = −1.15F dc 2 + 5.71Fd-c −4.35
A suction pipe of a pump head for a high drop and high indentation depth, wherein a suction pipe height F and a suction pipe elbow offset dimension R are determined so as to satisfy the relationship.
JP08160898A 1998-03-27 1998-03-27 Pump head turbine pipe for high head and high indentation depth Expired - Lifetime JP3964535B2 (en)

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JP3964535B2 true JP3964535B2 (en) 2007-08-22

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