JPH0111999Y2 - - Google Patents

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Publication number
JPH0111999Y2
JPH0111999Y2 JP1985071554U JP7155485U JPH0111999Y2 JP H0111999 Y2 JPH0111999 Y2 JP H0111999Y2 JP 1985071554 U JP1985071554 U JP 1985071554U JP 7155485 U JP7155485 U JP 7155485U JP H0111999 Y2 JPH0111999 Y2 JP H0111999Y2
Authority
JP
Japan
Prior art keywords
mound
tank
flow
pump suction
plate
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
Application number
JP1985071554U
Other languages
Japanese (ja)
Other versions
JPS61187999U (en
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
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Priority to JP1985071554U priority Critical patent/JPH0111999Y2/ja
Publication of JPS61187999U publication Critical patent/JPS61187999U/ja
Application granted granted Critical
Publication of JPH0111999Y2 publication Critical patent/JPH0111999Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、空気吸込渦の発生を防止するように
したマウンド形のポンプ吸込水槽に関するもので
ある。
[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a mound-shaped pump suction water tank that prevents the generation of air suction vortices.

(従来の技術) 近年、雨水または汚水排水用のポンプは大容量
化する傾向にあり、このポンプの吸込口が配置さ
れるポンプ吸込水槽も大型化し、その水深も深い
ものが要求されている。また、ポンプ吸込水槽の
建設費の低減を図るためには、水深を浅くして土
木掘削量を少なくすることが要求される。そこ
で、第3図に示すごとく、ポンプ吸込口1が配置
される吸込水槽2の水深を深くし、その上流側の
導水路3の水深を浅くし、吸込水槽2と導水路3
の底面を傾斜面4で連結させて、土木掘削量を少
なくし、しかも吸込水槽2の水深を深くしたマウ
ンド形のポンプ吸込水槽5が汎用されている。
(Prior Art) In recent years, the capacity of rainwater or sewage drainage pumps has tended to increase, and the pump suction tank in which the suction port of this pump is arranged has also become larger and is required to have a deeper water depth. In addition, in order to reduce the construction cost of the pump suction water tank, it is required to reduce the depth of the water and reduce the amount of civil engineering excavation. Therefore, as shown in Fig. 3, the water depth of the suction water tank 2 where the pump suction port 1 is arranged is made deeper, and the water depth of the water conduit 3 on the upstream side thereof is made shallower.
A mound-shaped pump suction water tank 5 is commonly used in which the bottom surfaces of the pumps are connected by an inclined surface 4 to reduce the amount of civil engineering excavation and the water depth of the suction water tank 2 is increased.

ところで、このマウンド形のポンプ吸込水槽5
は、自由表面6の水位が低下すると傾斜面4に添
つて流れる斜め下向きの流れが強く影響し、第4
図のごとく自由表面6から空気を巻き込み、この
空気が吸込水槽2に流れてポンプ吸込口1から吸
込まれて、ポンプ騒音等の発生要因となる。
By the way, this mound-shaped pump suction water tank 5
When the water level on the free surface 6 decreases, the diagonally downward flow that flows along the slope 4 has a strong influence, and the fourth
As shown in the figure, air is drawn in from the free surface 6, and this air flows into the suction water tank 2 and is sucked in from the pump suction port 1, causing pump noise and the like.

そこで、マウンド形のポンプ吸込水槽5におけ
る空気の巻き込みを防止する装置の一例として、
第5図に示す(例えば、特公昭59−22071号)よ
うな装置が提案されている。この装置は、導水路
3と吸込水槽2との間に、流れの方向に下り勾配
となるように没水させて板状体7,7が設置され
たものである。この板状体7,7により吸込水槽
2の水槽底面の流速を早め、かつポンプ吸込口1
まわりの旋回流の発生を抑止して、空気吸込渦の
発生を防止せんとするものである。
Therefore, as an example of a device for preventing air entrainment in the mound-shaped pump suction water tank 5,
A device as shown in FIG. 5 (for example, Japanese Patent Publication No. 59-22071) has been proposed. In this device, plate-shaped bodies 7, 7 are installed between a water conduit 3 and a suction water tank 2, submerged in water so as to slope downward in the flow direction. These plate-like bodies 7, 7 increase the flow velocity at the bottom of the suction tank 2, and the pump suction port 1
The purpose is to prevent the generation of air suction vortices by suppressing the generation of swirling flows around the tube.

(考案が解決しようとする課題) 上記の第5図に示される従来のマウンド形のポ
ンプ吸込水槽5は、板状体7,7により空気吸込
渦の発生が抑止され、それなりに効果が認められ
る。しかしながら、自由表面6が板状体7,7よ
り若干高く位置する状態にあつては、板状体7,
7は流体の流れを妨げる抵抗体であり、板状体
7,7の前後の水位は上流側が下流側より高くな
る。そして、板状体7,7を乗り越えて流体は盛
り上がつて流れるために、この盛り上がりから流
体が板状体7,7の下流側の低い水位に向けて急
激に落下し、この落下する際に空気が巻き込まれ
る。また、板状体7,7の下流直後に負圧を発生
させ、この負圧により渦を発生させて空気を巻き
込むという問題点がある。
(Problem to be solved by the invention) The conventional mound-shaped pump suction water tank 5 shown in FIG. . However, in a state where the free surface 6 is located slightly higher than the plate-like bodies 7, 7, the plate-like bodies 7,
Reference numeral 7 denotes a resistor that obstructs the flow of fluid, and the water level before and behind the plate-shaped bodies 7, 7 is higher on the upstream side than on the downstream side. Then, since the fluid rises and flows over the plate-like bodies 7, 7, the fluid suddenly falls from this rise toward the lower water level downstream of the plate-like bodies 7, 7, and as it falls, air is caught in. Further, there is a problem in that a negative pressure is generated immediately downstream of the plate-like bodies 7, 7, and this negative pressure generates a vortex that entrains air.

本考案の目的は、上記の従来のこの種の装置の
問題点を解消すべくなされたもので、吸込水槽と
導水路の底面を連結する傾斜面における流れを、
自由表面に添つた流れと傾斜面に添つた流れとに
分流させ、もつて安定した流れにより空気吸込渦
を発生させないようにしたマウンド形のポンプ吸
込水槽を提供することにある。
The purpose of the present invention was to solve the above-mentioned problems with conventional devices of this type.
To provide a mound-shaped pump suction water tank which divides the flow into a flow along a free surface and a flow along an inclined surface, thereby preventing the generation of air suction vortices due to stable flow.

(課題を解決するための手段) かかる目的を達成するために、本考案のマウン
ド形のポンプ吸込水槽は、ポンプ吸込口が配置さ
れる吸込水槽と、この吸込水槽より水深が浅く前
記吸込水槽と底面が傾斜面で連結される導水路と
を備えたマウンド形のポンプ吸込水槽において、
下流側に向かつて下り勾配な面を下面とし水平面
を上面とする梁を、前記傾斜面の上流端部上方で
没水させるとともに流れの方向に直交させて配置
して構成されている。
(Means for Solving the Problems) In order to achieve the above object, the mound-shaped pump suction tank of the present invention includes a suction tank in which a pump suction port is arranged, and a suction tank whose water depth is shallower than that of the suction tank. In a mound-shaped pump suction water tank with a water conduit whose bottom surface is connected by an inclined surface,
It is constructed by submerging a beam above the upstream end of the inclined surface and arranging it perpendicular to the direction of the flow, the beam having a downwardly sloping surface facing the downstream side as the lower surface and a horizontal surface as the upper surface.

(作用) 下流側に向かつて下り勾配な面を下面とし水平
面を上面とする梁を、傾斜面の上流端部上方で没
水させるとともに流れの方向に直交させて配置し
たので、導水路を流れる流体が傾斜面の上端部に
さしかかると、梁により傾斜面に添つた流れと自
由表面に添つた流れとに分流される。そして、下
流側に向かつて下り勾配の面の下流側直後に生じ
易い負圧は、水平面および自由表面に添つた流れ
で抑制および補填される。したがつて、安定した
流れとなつて吸込水槽に流れ込み、吸込水槽に流
れ込む流体に空気吸込渦を発生させることがな
く、従来のこの種の装置に比較して、自由表面が
より低い水位となるまでポンプを安定に運転する
ことができる。
(Function) A beam whose bottom surface is a downward slope facing the downstream side and whose horizontal surface is a top surface is submerged above the upstream end of the slope and is placed orthogonal to the direction of the flow, so that the flow in the headrace channel is When the fluid reaches the upper end of the slope, the beam separates the flow into a flow along the slope and a flow along the free surface. The negative pressure that tends to occur immediately downstream of the downwardly sloped surface toward the downstream side is suppressed and compensated for by the flow along the horizontal surface and the free surface. Therefore, the fluid flows into the suction tank in a stable flow, does not create an air suction vortex in the fluid flowing into the suction tank, and has a lower free surface water level compared to conventional devices of this type. The pump can be operated stably up to

(実施例) 以下、本考案の実施例を第1図を参照して説明
する。第1図は、本考案のマウンド形のポンプ吸
込水槽の一実施例の側断面図である。第1図にお
いて、第3図ないし第5図と同一部材に同一符号
を付して重複する説明を省略する。
(Example) Hereinafter, an example of the present invention will be described with reference to FIG. FIG. 1 is a side sectional view of an embodiment of the mound-shaped pump suction tank of the present invention. In FIG. 1, the same members as those in FIGS. 3 to 5 are given the same reference numerals, and redundant explanations will be omitted.

第1図において、本考案のマウンド形のポンプ
吸込水槽10の特徴とするところは、傾斜面4と
ほぼ平行で下流側に向かつて下り勾配な面11a
を下面とし水平面11bを上面とする梁11を、
傾斜面4の上流端部上方で没水させるとともに流
れの方向に直交させて配置したことにある。な
お、第1図に示す梁11は、傾斜面4とほぼ平行
に配置された板状体と水平に配置された板状体を
組み合わせて形成されているが、断面楔形の部材
で形成されていても良い。また、傾斜面4とほぼ
平行な面11aは、流れが傾斜面4に添つたもの
となるように下流側に向かつて下り勾配であれば
良く、傾斜面4と平行であることが最も良いが、
正確に平行でなくても良いことは勿論である。
In FIG. 1, the mound-shaped pump suction water tank 10 of the present invention is characterized by a surface 11a that is substantially parallel to the inclined surface 4 and has a downward slope toward the downstream side.
A beam 11 whose lower surface is the horizontal surface 11b and whose upper surface is the horizontal surface 11b,
The reason is that it is submerged above the upstream end of the slope 4 and is arranged perpendicular to the direction of the flow. Note that the beam 11 shown in FIG. 1 is formed by combining a plate-like member arranged substantially parallel to the inclined surface 4 and a plate-like member arranged horizontally, but it is not formed of a member having a wedge-shaped cross section. It's okay. Further, the surface 11a that is substantially parallel to the slope 4 may have a downward slope toward the downstream side so that the flow follows the slope 4, and it is best if the surface 11a is parallel to the slope 4. ,
Of course, they do not have to be exactly parallel.

かかる構成において、導水路3を流れる流体が
傾斜面4の上流端部にさしかかると、梁11の傾
斜面4とほぼ平行で下流に向かつて下り勾配な面
11aと水平面11bとにより、傾斜面4に添つ
た流れ12aと自由表面6に添つた流れ12bと
に分流される。ここで、流体は梁11を乗り越え
て盛り上がつて流れるが、水平面11bにより梁
11を乗り越えた流体の水位が急激に低くなるよ
うなことはない。しかも、面11aの下流側直後
に生じ易い負圧は、水平面11bおよびこの水平
面11bによる自由表面6に添つた流れで抑制お
よび補填され、自由表面6に達する渦を生じるこ
とがない。このために、流体が安定して吸込水槽
2に流れ込み、吸込水槽2に流れ込む流体に空気
吸込渦を発生されることがない。
In such a configuration, when the fluid flowing through the water conduit 3 reaches the upstream end of the inclined surface 4, the inclined surface 4 is formed by the horizontal surface 11b and the surface 11a of the beam 11, which is substantially parallel to the inclined surface 4 and has a downward slope toward the downstream. The flow is divided into a flow 12a along the free surface 6 and a flow 12b along the free surface 6. Here, although the fluid rises and flows over the beam 11, the water level of the fluid that has climbed over the beam 11 does not drop suddenly due to the horizontal surface 11b. Furthermore, the negative pressure that tends to occur immediately downstream of the surface 11a is suppressed and compensated for by the horizontal surface 11b and the flow along the free surface 6 caused by the horizontal surface 11b, and no vortices reaching the free surface 6 are generated. Therefore, the fluid stably flows into the suction tank 2, and air suction vortices are not generated in the fluid flowing into the suction tank 2.

第2図は、本考案のマウンド形のポンプ吸込水
槽の他の一実施例の要部拡大側断面図である。第
2図において、第1図および第3図ないし第5図
と同一部材に同一符号を付して重複する説明を省
略する。
FIG. 2 is an enlarged side sectional view of a main part of another embodiment of the mound-shaped pump suction tank of the present invention. In FIG. 2, the same members as in FIG. 1 and FIGS. 3 to 5 are given the same reference numerals, and redundant explanations will be omitted.

第2図に示すマウンド形のポンプ吸込水槽20
の特徴とするところは、梁21が水平に配置され
た板状体22と、傾斜面4にほぼ平行で下流側に
向かつて下り勾配に配置された板状体23とを、
リブ板24により上下方向に隙間21cだけ離し
て配置させ、さらに水平に配置された板状体22
の上流端が傾斜面4に平行に配置された板状体2
3の上流端より上流側に突出されて構成されてい
ることにある。そして、この梁21を傾斜面4の
上流端部上方で没水させるとともに流れの方向に
直交させて配置されている。
Mound-shaped pump suction water tank 20 shown in Fig. 2
The characteristics of this include a plate-like body 22 in which a beam 21 is arranged horizontally, and a plate-like body 23 that is substantially parallel to the inclined surface 4 and arranged on a downward slope toward the downstream side.
The plate-like bodies 22 are arranged vertically apart from each other by a gap 21c by the rib plates 24, and further arranged horizontally.
A plate-shaped body 2 whose upstream end is arranged parallel to the inclined surface 4
3, and is configured to protrude upstream from the upstream end of No. 3. The beam 21 is submerged in water above the upstream end of the slope 4 and is arranged perpendicular to the flow direction.

かかる構成において、導水路3を流れる流体
は、傾斜面4に平行に配置された板状体23によ
り傾斜面4に添つた流れ12aと、水平に配置さ
れた板状体22により自由表面6に添つた流れ1
2bと、さらに隙間21cを通過する流れ12c
とに分流される。この隙間21cを通過する流れ
12cにより梁21の下流側に負圧を生じさせる
ことがなく、梁21の下流側をより安定した流れ
とすることができ、またリブ板24により整流効
果が得られる。さらに、水平に配置された板状体
22の上流端が、傾斜面4に平行に配置された板
状体23の上流端より上流側に突出されているの
で、傾斜面4に添つた流れ12aと自由表面6に
添つた流れ12bの分流が円滑になされ、梁21
により流れが盛り上がるようなことがない。よつ
て、空気吸込渦を発生させるようなことがない。
In this configuration, the fluid flowing through the water conduit 3 is divided into a flow 12a along the slope 4 by the plate-shaped body 23 arranged parallel to the slope 4, and a flow 12a along the free surface 6 by the plate-shaped body 22 arranged horizontally. accompanying flow 1
2b and the flow 12c further passing through the gap 21c.
It is divided into two parts. The flow 12c passing through the gap 21c does not generate negative pressure on the downstream side of the beam 21, allowing a more stable flow on the downstream side of the beam 21, and the rib plate 24 provides a rectifying effect. . Furthermore, since the upstream end of the plate-like body 22 arranged horizontally projects upstream from the upstream end of the plate-like member 23 arranged parallel to the inclined surface 4, the flow 12a along the inclined surface 4 The flow 12b along the free surface 6 is smoothly divided, and the beam 21
There is no possibility that the flow will become more exciting. Therefore, no air suction vortex is generated.

しこうして、吸込水槽2に流れ込む流体に空気
吸込渦がなく、本考案出願人の実験によれば、第
3図に示す従来のこの種の装置に比較して、本考
案のマウンド形のポンプ吸込水槽10,20は、
自由表面6がより低い水位となるまでポンプを安
定に運転することができる。
Thus, there is no air suction vortex in the fluid flowing into the suction water tank 2, and according to the experiments of the applicant of the present invention, the mound type pump suction of the present invention is more effective than the conventional device of this type shown in FIG. The water tanks 10 and 20 are
The pump can be operated stably until the free surface 6 reaches a lower water level.

(考案の効果) 以上説明したように、本考案に係わるマウンド
形のポンプ吸込水槽によれば、下流側に向かつて
下り勾配な面を下面とし水平面を上面とする梁
を、傾斜面の上流端部上方で没水させるとともに
流れの方向に直交させて配置したので、導水路を
流れる流体が傾斜面の上流端部にさしかかると、
梁により傾斜面に添つた流れと自由表面に添つた
流れとに分流されて、安定して吸込水槽に流れ込
む。このために、吸込水槽に流れ込む流体に空気
吸込渦を発生させることがなく、従来のこの種の
装置に比較して、自由表面がより低い水位となる
までポンプを安定に運転することができるという
優れた効果を奏する。
(Effect of the invention) As explained above, according to the mound-shaped pump suction tank according to the invention, a beam having a downwardly sloped surface facing the downstream side as the lower surface and a horizontal surface as the upper surface is connected to the upstream end of the inclined surface. Since the pipe is submerged above the water and placed perpendicular to the flow direction, when the fluid flowing through the headrace reaches the upstream end of the slope,
The beam divides the flow into the flow along the slope and the flow along the free surface, and the flow stably flows into the suction tank. For this reason, there is no air suction vortex generated in the fluid flowing into the suction tank, and compared to conventional devices of this type, the pump can be operated stably until the free surface reaches a lower water level. It has excellent effects.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は、本考案のマウンド形のポンプ吸込水
槽の一実施例の側断面図であり、第2図は、本考
案のマウンド形のポンプ吸込水槽の他の一実施例
の要部拡大側断面図であり、第3図は、従来のマ
ウンド形のポンプ吸込水槽の一例の側断面図であ
り、第4図は、第3図のマウンド形のポンプ吸込
水槽の水位が低下した際の不具合を説明するため
の側断面図であり、第5図は、従来のマウンド形
のポンプ吸込水槽の他の一例の側断面図である。 1:ポンプ吸込口、2:吸込水槽、3:導水
路、4:傾斜面、5,10,20:マウンド形の
ポンプ吸込水槽、6:自由表面、11,21:
梁、11a:下流側に向かつて下り勾配な面、1
1b:水平面、22:水平に配置された板状体、
23:傾斜面に平行に配置された板状体。
FIG. 1 is a side cross-sectional view of one embodiment of the mound-shaped pump suction tank of the present invention, and FIG. 2 is an enlarged side view of main parts of another embodiment of the mound-shaped pump suction tank of the present invention. FIG. 3 is a side sectional view of an example of a conventional mound-shaped pump suction tank, and FIG. 4 shows a problem when the water level of the mound-shaped pump suction tank shown in FIG. 3 decreases. FIG. 5 is a side sectional view of another example of a conventional mound-shaped pump suction water tank. 1: Pump suction port, 2: Suction water tank, 3: Conduit, 4: Inclined surface, 5, 10, 20: Mound-shaped pump suction water tank, 6: Free surface, 11, 21:
Beam, 11a: downward slope facing downstream, 1
1b: horizontal surface, 22: horizontally arranged plate-shaped body,
23: A plate-like body arranged parallel to an inclined surface.

Claims (1)

【実用新案登録請求の範囲】 (1) ポンプ吸込口が配置される吸込水槽と、この
吸込水槽より水深が浅く前記吸込水槽と底面が
傾斜面で連結される導水路とを備えたマウンド
形のポンプ吸込水槽において、下流側に向かつ
て下り勾配な面を下面とし水平面を上面とする
梁を、前記傾斜面の上流端部上方で没水させる
とともに流れの方向に直交させて配置したこと
を特徴とするマウンド形のポンプ吸込水槽。 (2) 水平な板状体と下流側に向かつて下り勾配な
板状体とを上下方向に離して前記梁が形成され
ていることを特徴とする実用新案登録請求の範
囲第1項記載のマウンド形のポンプ吸込水槽。 (3) 前記水平な板状体の上流端が前記下流側に向
かつて下り勾配な板状体の上流端より上流側に
突出されていることを特徴とする実用新案登録
請求の範囲第2項記載のマウンド形のポンプ吸
込水槽。
[Claims for Utility Model Registration] (1) A mound-shaped pipe comprising a suction tank in which a pump suction port is arranged, and a water conduit whose water depth is shallower than that of the suction tank and whose bottom surface is connected to the suction tank by an inclined surface. In the pump suction water tank, a beam having a downwardly sloping surface toward the downstream side as the lower surface and a horizontal surface as the upper surface is submerged in water above the upstream end of the sloping surface and is arranged perpendicular to the flow direction. A mound-shaped pump suction tank. (2) The utility model according to claim 1, characterized in that the beam is formed by vertically separating a horizontal plate-like body and a downwardly sloped plate-like body toward the downstream side. Mound-shaped pump suction tank. (3) Utility model registration claim 2, characterized in that the upstream end of the horizontal plate-like body projects toward the downstream side from the upstream end of the downwardly sloped plate-like body. The mound-shaped pump suction tank shown.
JP1985071554U 1985-05-16 1985-05-16 Expired JPH0111999Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985071554U JPH0111999Y2 (en) 1985-05-16 1985-05-16

Applications Claiming Priority (1)

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JP1985071554U JPH0111999Y2 (en) 1985-05-16 1985-05-16

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JPS61187999U JPS61187999U (en) 1986-11-22
JPH0111999Y2 true JPH0111999Y2 (en) 1989-04-07

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5830137U (en) * 1981-08-24 1983-02-26 日産自動車株式会社 Fluid outlet structure
JPS5922071A (en) * 1982-07-28 1984-02-04 Fujitsu Ltd Developer deterioration detector

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5830137U (en) * 1981-08-24 1983-02-26 日産自動車株式会社 Fluid outlet structure
JPS5922071A (en) * 1982-07-28 1984-02-04 Fujitsu Ltd Developer deterioration detector

Also Published As

Publication number Publication date
JPS61187999U (en) 1986-11-22

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