JPH09189066A - Water take-in pipe of sewage intake facility for heat source - Google Patents

Water take-in pipe of sewage intake facility for heat source

Info

Publication number
JPH09189066A
JPH09189066A JP385296A JP385296A JPH09189066A JP H09189066 A JPH09189066 A JP H09189066A JP 385296 A JP385296 A JP 385296A JP 385296 A JP385296 A JP 385296A JP H09189066 A JPH09189066 A JP H09189066A
Authority
JP
Japan
Prior art keywords
sewage
intake
heat source
pipe
water
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.)
Pending
Application number
JP385296A
Other languages
Japanese (ja)
Inventor
Masahisa Fukahori
賢久 深堀
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kubota Corp filed Critical Kubota Corp
Priority to JP385296A priority Critical patent/JPH09189066A/en
Publication of JPH09189066A publication Critical patent/JPH09189066A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To reduce the power consumption by taking in the water which has got rid of foreign matter such as rubbish or fibers which may be of comparatively large size, and reduce the counter-washing frequency of an auto-strainer installed in a sewage intake facility greatly. SOLUTION: The water intake part 6 of a take-in pipe 5 is installed inside a sewage passage 1 consisting of a pipeline, closed conduit, and/or culvert in such a way as concentrical with the sewage passage 1, and tapered slits 7, 7... with diameter enlarging in the sewage flowing direction F are formed at a spacing P in the sewage flowing direction on the section in the axial direction. The inside 6A of the water intake part 6 is put in communication with the sewage passage 1 through this group 7 of slits.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、熱源用下水取水設
備の取水管に係り、さらに詳しくは、比較的大型のごみ
などの異物や、繊維状のごみのような異物を除去して取
水することができる機能を備えた取水管に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water intake pipe of a heat source sewage intake facility, and more specifically, it removes foreign substances such as relatively large dust and fibrous dust to remove water. The present invention relates to an intake pipe having a function capable of performing.

【0002】[0002]

【従来の技術】従来より、図14に示す熱源用下水取水
設備において、管路、閉渠もしくは開渠などによってな
る下水通路1から下水を取水して、下水の未利用排熱を
熱源として熱交換器やヒートポンプ2などで利用する場
合、取水ポンプ3で取水した下水は、周知のオートスト
レーナ4でごみなどの異物を除去したのち熱交換器やヒ
ートポンプ2などに導かれる。
2. Description of the Related Art Conventionally, in the sewage intake system for heat source shown in FIG. 14, sewage is taken from a sewage passage 1 formed by a pipeline, a closed channel or an open channel, and unused waste heat of the sewage is used as a heat source. When used in the exchanger or the heat pump 2, the sewage taken by the intake pump 3 is introduced into the heat exchanger or the heat pump 2 after removing foreign matters such as dust by the well-known auto strainer 4.

【0003】しかし、従来の熱源用下水取水設備では、
取水ポンプ3の運転によって取水管5から下水とともに
流入した比較的大型のごみなどの異物や、繊維状のごみ
のような異物がオートストレーナ4に取込まれると、取
込まれた異物を排出するために、オートストレーナ4の
逆洗頻度を高める必要があり、それだけ消費動力が大き
くなる無駄を生じる。
However, in conventional sewage intake facilities for heat sources,
When foreign matter such as relatively large dust and foreign matter such as fibrous dust that have flowed in with the sewage from the intake pipe 5 due to the operation of the intake pump 3 are taken into the auto strainer 4, the taken foreign substances are discharged. Therefore, it is necessary to increase the frequency of backwashing the auto strainer 4, resulting in waste of power consumption.

【0004】[0004]

【発明が解決しようとする課題】すなわち、従来の熱源
用下水取水設備では、取水管から下水とともに流入した
比較的大型のごみなどの異物や、繊維状のごみのような
異物がオートストレーナに取込まれると、オートストレ
ーナの逆洗頻度が高くなって、消費動力が大きくなる欠
点を有している。そこで、本発明は、比較的大型のごみ
などの異物や、繊維状のごみのような異物を除去して取
水できるようにして、オートストレーナの逆洗頻度を大
幅に低下させ、消費動力を低減することができる機能を
備えた熱源用下水取水設備の取水管を提供することを目
的としている。
That is, in conventional sewage intake facilities for heat sources, foreign substances such as relatively large dust and fibrous dust that have flowed in with the sewage from the intake pipe and foreign substances such as fibrous dust are collected by the auto strainer. If it is inserted, the backwashing frequency of the auto strainer becomes high, and the power consumption becomes large. Therefore, the present invention removes foreign matter such as relatively large-sized dust and foreign matter such as fibrous dust so that water can be taken in, thereby significantly reducing the backwash frequency of the auto strainer and reducing power consumption. It is an object of the present invention to provide an intake pipe of a sewage intake facility for a heat source, which has a function capable of being performed.

【0005】[0005]

【課題を解決するための手段】前記目的を達成するため
に、本発明は、取水ポンプの吸込口に接続された取水管
により、管路、閉渠もしくは開渠などによってなる下水
通路から下水を取水して熱源として利用するように構成
された熱源用下水取水設備の取水管において、この取水
管の取水部が前記下水通路内に下水の流れに沿って設置
され、かつ下水の流れ方向に拡径されるテーパ状のスリ
ットを軸方向断面で下水の流れ方向に所定の間隔を有し
て配列したスリット群によって構成され、このスリット
群を介して取水部の内部と下水通路が連通していること
を特徴としたものである。本発明によれば、管路、閉渠
もしくは開渠などによって構成された下水通路では、海
水や河川水を流す水路と比較して高速で下水が流下す
る。しかも、スリット群は、テーパ状のスリットを下水
の流れ方向に拡径した形態、つまり下水の流れに逆らわ
ない形態で軸方向断面で下水の流れ方向に所定の間隔を
有して配列して構成されているので、下水に混入してい
る比較的大型のごみなどの異物や、繊維状のごみのよう
な異物は、取水部に引掛かることなく下水とともに流下
する。取水ポンプの運転によって下水を取水することに
より、下水の一部が各テーパ状のスリットを通って取水
部の内部に向って流れても、テーパ状のスリットそれぞ
れの入口幅、すなわちテーパ状のスリットの下水の流れ
方向の間隔を、前記異物の侵入不能な大きさに設定して
おくことによって、前記異物を除去して下水を取水する
ことができる。また、定期的に取水部の内部から下水通
路に向かって逆洗流を流すことで、スリット群の目詰ま
りを解消することができる。
In order to achieve the above-mentioned object, the present invention uses a water intake pipe connected to a suction port of a water intake pump to discharge sewage from a sewer passage formed by a pipe line, a closed channel or an open channel. In an intake pipe of a sewage intake facility for heat source configured to take in water and use it as a heat source, the intake part of this intake pipe is installed along the flow of the sewage in the sewage passage and expands in the flow direction of the sewage. It is composed of a slit group in which tapered slits having a diameter are arranged at a predetermined interval in the axial direction of the sewage flow direction, and the inside of the intake section and the sewage passage communicate with each other through this slit group. It is characterized by that. According to the present invention, the sewage passage configured by a pipe, a closed channel, an open channel, or the like allows the sewage to flow down at a higher speed than a water channel through which seawater or river water flows. Moreover, the slit group is formed by arranging tapered slits in the sewage flow direction, that is, in a form that does not oppose the flow of the sewage, and is arranged at a predetermined interval in the sewage flow direction in the axial cross section. Therefore, the foreign matter such as relatively large dust mixed in the sewage and the foreign matter such as fibrous dust flow down together with the sewage without being caught in the intake portion. By collecting sewage by operating the intake pump, even if a part of the sewage flows toward the inside of the intake part through each tapered slit, the inlet width of each tapered slit, that is, the tapered slit. By setting the gap in the flow direction of the sewage to a size that prevents the foreign matter from entering, it is possible to remove the foreign matter and collect the sewage. Further, the backwash flow is periodically made to flow from the inside of the water intake portion toward the sewer passage, whereby clogging of the slit group can be eliminated.

【0006】[0006]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。図1は本発明の一実施の形態を示
す構成図である。なお、前記図14で説明した熱源用下
水取水設備と同一もしくは相当部分には同一符号を付し
て説明する。図1において、熱源用下水取水設備は、管
路、閉渠もしくは開渠などによってなる下水通路1から
取水ポンプ3により下水を取水して、下水の未利用排熱
を熱源として熱交換器やヒートポンプ2などで利用する
ようになっている。取水ポンプ3で取水した下水は、周
知のオートストレーナ4でごみなどの異物を除去したの
ち熱交換器やヒートポンプ2などに導かれる。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a block diagram showing an embodiment of the present invention. It should be noted that the same or corresponding portions as those of the heat source sewage intake facility described in FIG. In FIG. 1, a sewage intake facility for a heat source is a heat exchanger or heat pump that uses sewage unused waste heat as a heat source by collecting sewage from a sewage passage 1 formed of a pipeline, a closed channel, an open channel, or the like. It is supposed to be used for 2 etc. The sewage taken by the water intake pump 3 is introduced into the heat exchanger, the heat pump 2, etc. after removing foreign matters such as dust by the well-known auto strainer 4.

【0007】前記取水ポンプ3の吸込口3Aには取水管
5が接続されおり、取水管5の先端側の取水部6が下水
通路1内において下水の流れFに沿い下水通路1の軸線
と取水部6の軸線を同心にした状態で先端を閉塞して設
置されている。なお、下水通路1の軸線に対して取水部
6の軸線を同心でなく偏心して平行させた状態で下水通
路1内に設置してもよい。
A water intake pipe 5 is connected to the suction port 3A of the water intake pump 3, and a water intake portion 6 on the front end side of the water intake pipe 5 extends in the sewage passage 1 along the flow F of the sewage water and the intake line 5 It is installed with the tip closed while the axis of the part 6 is concentric. It should be noted that the axis of the water intake portion 6 may be installed in the sewage passage 1 in a state of being eccentric and parallel to the axis of the sewage passage 1 instead of being concentric.

【0008】取水管5の取水部6は、図2に示すよう
に、下水の流れF方向に拡径されるテーパ状のスリット
7A,7A……が軸方向断面で下水の流Fれ方向に間隔
Pを有し、かつ取水管5の径外方向に張出して配列した
スリット群7によって構成されており、取水部6の内部
6Aと下水通路1はスリット群7を介して互いに連通し
ている。
As shown in FIG. 2, in the water intake portion 6 of the water intake pipe 5, tapered slits 7A, 7A ... Which are expanded in the sewage flow F direction are axially sectioned in the sewage flow F flow direction. The slit group 7 has a space P and is arranged so as to project radially outward of the water intake pipe 5, and the inside 6A of the water intake portion 6 and the sewer passage 1 communicate with each other via the slit group 7. .

【0009】テーパ状のスリット7,7……によって構
成されたスリット群7は、たとえば、図3に示すよう
に、取水管5の先端側に円周方向等間隔で複数の切欠5
a,5a……を軸方向に所定の長さで形成し、図4に示
すように、断面形状が截頭円錐形の鋼板製(たとえばス
テンレス鋼板製)のフイン8を複数個用意し、図5およ
び図6に示すように、切欠5a,5a……の間に存在す
る取水管5の残肉部5b,5b……に対して各フイン8
の径小部を前記間隔P毎に順次溶接する手法、または図
7および図8に示すように、各フイン8の径小部を前記
間隔P毎に順次複数本(たとえば4本)の棒鋼(たとえ
ばステンレス製の棒)9,9……に溶接したフインユニ
ット10を構成し、図9に示すように、フインユニット
10を介して軸方向に分断した取水管5、5を溶接によ
り連結する手法、あるいは、図10および図11に示す
ように、螺旋状に巻回した薄鋼板(たとえばステンレス
薄鋼板)11の径小部を、前記間隔Pを1ピッチとして
順次複数本(たとえば4本)の棒鋼(たとえばステンレ
ス製の棒)9,9……に溶接したフインユニット10を
構成し、図12に示すように、フインユニット10を介
して軸方向に分断した取水管5、5を溶接により連結す
る手法などによって構成できる。なお、図3に示す切欠
5a,5a……に代えて、多数の貫通小孔を取水管5に
形成してもよい。
As shown in FIG. 3, for example, the slit group 7 constituted by the tapered slits 7, 7, ... Includes a plurality of notches 5 on the front end side of the water intake pipe 5 at equal intervals in the circumferential direction.
a, 5a ... Are formed with a predetermined length in the axial direction, and as shown in FIG. 4, a plurality of fins 8 made of a steel plate (for example, a stainless steel plate) having a frusto-conical cross section are prepared. As shown in FIG. 5 and FIG. 6, each fin 8 is attached to the remaining wall portions 5b, 5b of the intake pipe 5 existing between the notches 5a, 5a.
The method of sequentially welding the small-diameter portions of the fins 8 at the intervals P, or, as shown in FIGS. 7 and 8, the small-diameter portions of the fins 8 are sequentially arranged at the intervals P of a plurality of (for example, four) steel bars ( For example, a fin unit 10 is constructed by welding stainless steel rods 9, 9 ..., and as shown in FIG. 9, the intake pipes 5, 5 axially divided via the fin unit 10 are joined by welding. Alternatively, as shown in FIG. 10 and FIG. 11, a plurality of small diameter portions (for example, 4 pieces) of the small diameter portion of the thin steel sheet (for example, stainless steel sheet) 11 spirally wound are sequentially arranged with the interval P as one pitch. A fin unit 10 welded to steel bars (for example, stainless steel bars) 9 and 9 is constructed, and as shown in FIG. 12, the intake pipes 5 and 5 axially divided through the fin unit 10 are connected by welding. Depending on the method It can be configured. Note that a large number of small through holes may be formed in the water pipe 5 instead of the notches 5a, 5a ... Shown in FIG.

【0010】前記構成において、図1および図2の管
路、閉渠もしくは開渠などによって構成された下水通路
1では、海水や河川水を流す水路と比較して高速で下水
が流下する。しかも、取水部6を構成しているスリット
群7は、テーパ状のスリット7A,7A……を下水の流
れ方向Fに拡径した形態、つまり下水の流れFに逆らわ
ない形態で、軸方向断面で下水の流れ方向Fに所定の間
隔Pを有して配列されているので、下水に混入している
比較的大型のごみなどの異物や、繊維状のごみのような
異物は取水部6に引掛かることなく下水とともに流下す
る。
In the above structure, in the sewage passage 1 constituted by the conduit, the closed channel or the open channel shown in FIGS. 1 and 2, the sewage flows down at a higher speed than the water channel through which seawater or river water flows. Moreover, the slit group 7 forming the water intake part 6 has an axial cross section in a form in which the tapered slits 7A, 7A ... Are expanded in the flow direction F of the sewage, that is, in a form that does not oppose the flow F of the sewage. Since they are arranged with a predetermined interval P in the flow direction F of the sewage, foreign substances such as relatively large dust mixed in the sewage and foreign substances such as fibrous dust are collected in the intake section 6. It flows down with sewage without being caught.

【0011】取水ポンプ3の運転によって下水を取水す
る場合、下水の一部が図5、図9および図12の矢印f
で示すように、各テーパ状のスリット7A,7A……を
通って取水部6の内部6Aに向って流れる。しかし、テ
ーパ状のスリット7A,7A……それぞれの入口幅、す
なわちテーパ状のスリットの下水の流れ方向の間隔P
を、下水に混入している比較的大型のごみなどの異物
や、繊維状のごみのような異物の侵入不能な大きさに設
定しておくことによって、これら異物を除去して下水を
取水することができる。したがって、図1のオートスト
レーナ4に比較的大型のごみなどの異物や、繊維状のご
みのような異物が取込まれることはない。このため、従
来の熱源用下水取水設備の取水管と比較して、オートス
トレーナ4の逆洗頻度を大幅に低下させ、消費動力を低
減することができる。
When the sewage is taken by operating the water intake pump 3, a part of the sewage is indicated by an arrow f in FIGS. 5, 9 and 12.
As shown by, flows through the tapered slits 7A, 7A ... Toward the inside 6A of the water intake section 6. However, the inlet width of each of the tapered slits 7A, 7A, that is, the interval P in the flow direction of the sewage of the tapered slits.
By setting the size so that foreign matter such as relatively large dust mixed in the sewage and foreign matter such as fibrous dust cannot enter, the foreign matter is removed and the sewage is taken in. be able to. Therefore, the foreign matter such as relatively large dust and the foreign matter such as fibrous dust are not taken into the auto strainer 4 of FIG. Therefore, the backwash frequency of the auto strainer 4 can be significantly reduced and the power consumption can be reduced as compared with the conventional intake pipe of the sewage intake system for heat sources.

【0012】また、図5、図9および図12において矢
印FOで示すように、定期的に取水部6の内部6Aから
下水通路1に向かって逆洗流を流すことで、スリット群
7の目詰まりを解消することができる。このため、前記
異物の侵入を防止した取水を長期間継続して行うことが
可能になる。
Further, as shown by an arrow FO in FIGS. 5, 9 and 12, a backwash flow is periodically made to flow from the inside 6A of the water intake part 6 toward the sewer passage 1, so that the slit group 7 has an eye. The clogging can be cleared. Therefore, it becomes possible to continuously carry out water intake while preventing the foreign matter from entering.

【0013】なお、前記実施の形態では、下水の流れF
方向に拡径されるテーパ状のスリット7A,7A……
を、軸方向断面で下水の流Fれ方向に間隔Pを有し、か
つ取水管5の径外方向に張出して配列したスリット群7
によって取水管5の取水部6を構成して説明している
が、図13に示すように、下水の流れF方向に拡径され
るテーパ状のスリット7A,7A……を、軸方向断面で
下水の流Fれ方向に間隔Pを有し、かつ外径を取水管5
の外径と等径にして配列したスリット群7によって取水
部6を構成してもよい。
In the above embodiment, the sewage flow F
Taper slits 7A, 7A ...
A slit group 7 having an interval P in the direction of sewage flow F in the axial cross section and arranged so as to project outward in the radial direction of the intake pipe 5.
Although the water intake portion 6 of the water intake pipe 5 is configured by the above description, as shown in FIG. 13, the tapered slits 7A, 7A ... There is an interval P in the sewage flow F direction, and the outer diameter is the intake pipe 5
The water intake part 6 may be configured by the slit group 7 arranged so as to have the same outer diameter as the above.

【0014】[0014]

【発明の効果】以上説明したように、本発明は、管路、
閉渠もしくは開渠などによって構成された下水通路で
は、海水や河川水を流す水路と比較して高速で下水が流
下すことと、テーパ状のスリットを下水の流れに逆らわ
ない形態で軸方向断面で下水の流れ方向に所定の間隔を
有して配列したスリット群によって取水部を構成してい
ることにより、下水に混入している比較的大型のごみな
どの異物や、繊維状のごみのような異物を取水部に引掛
けることなく下水とともに流下させることができる。ま
た、取水ポンプの運転によって下水を取水する場合、下
水の一部が各テーパ状のスリットを通って取水部の内部
に向って流れても、テーパ状のスリットそれぞれの下水
の流れ方向の間隔を、前記異物の侵入不能な大きさに設
定しておくことによって、前記異物を除去して下水を取
水することができる。したがって、オートストレーナに
比較的大型のごみなどの異物や、繊維状のごみのような
異物が取込まれることはない。このため、従来の熱源用
下水取水設備の取水管と比較して、オートストレーナの
逆洗頻度を大幅に低下させ、消費動力を低減することが
できる。さらに、定期的に取水部の内部から下水通路に
向かって逆洗流を流すことで、スリット群の目詰まりを
解消することができるので、前記異物の侵入を防止した
取水を長期間継続して行うことが可能になる。
As described above, the present invention provides a pipe line,
In a sewer passage composed of a closed or open channel, sewage flows down at a higher speed than a channel that flows seawater or river water, and the tapered slit has an axial cross section that does not oppose the flow of sewage. Since the intake part is composed of slits arranged with a predetermined interval in the flow direction of sewage, foreign matter such as relatively large dust mixed in sewage and fibrous dust It is possible to make a foreign substance flow down together with the sewage without being caught in the water section. In addition, when sewage is taken in by operating the intake pump, even if a part of the sewage flows toward the inside of the intake part through each tapered slit, the interval of each tapered slit in the sewage flow direction is By setting the size such that the foreign matter cannot enter, it is possible to remove the foreign matter and collect the sewage. Therefore, foreign matter such as relatively large dust and foreign matter such as fibrous dust are not taken into the auto strainer. Therefore, the backwash frequency of the auto strainer can be significantly reduced, and the power consumption can be reduced, as compared with the conventional intake pipe of the sewage intake system for heat sources. Furthermore, by periodically flowing a backwash flow from the inside of the water intake portion toward the sewer passage, it is possible to eliminate the clogging of the slit group, so that the water intake that prevents the intrusion of the foreign matter is continued for a long time. It will be possible to do.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明を適用した熱源用下水取水設備の一実施
の形態を示す構成図である。
FIG. 1 is a configuration diagram showing an embodiment of a heat source sewage intake facility to which the present invention is applied.

【図2】取水部の一実施の形態を示す概略拡大断面図で
ある。
FIG. 2 is a schematic enlarged cross-sectional view showing an embodiment of a water intake section.

【図3】取水管に形成した取水部の一構成部を示す拡大
斜視図である。
FIG. 3 is an enlarged perspective view showing a component of a water intake portion formed on the water intake pipe.

【図4】取水部の一構成部材であるフインを示す拡大断
面図である。
FIG. 4 is an enlarged cross-sectional view showing a fin that is a component of the water intake section.

【図5】取水部の一実施の形態を示す拡大断面図であ
る。
FIG. 5 is an enlarged cross-sectional view showing an embodiment of a water intake section.

【図6】図5のA−A線断面図である。FIG. 6 is a sectional view taken along line AA of FIG. 5;

【図7】取水部の他の構成部材を示す拡大断面図であ
る。
FIG. 7 is an enlarged cross-sectional view showing another component of the water intake section.

【図8】図7のB−B線断面図である。FIG. 8 is a sectional view taken along line BB of FIG. 7;

【図9】取水部の他の実施の形態を示す拡大断面図であ
る。
FIG. 9 is an enlarged cross-sectional view showing another embodiment of the water intake section.

【図10】取水部の異なる構成部材を示す拡大側面図で
ある。
FIG. 10 is an enlarged side view showing constituent members having different water intake portions.

【図11】図10のC−C線断面図である。11 is a cross-sectional view taken along the line CC of FIG.

【図12】取水部の異なる実施の形態を示す拡大側面図
である。
FIG. 12 is an enlarged side view showing another embodiment of the water intake section.

【図13】取水部のさらに異なる実施の形態を示す拡大
断面図である。
FIG. 13 is an enlarged sectional view showing still another embodiment of the water intake section.

【図14】熱源用下水取水設備を示す構成図である。FIG. 14 is a configuration diagram showing a sewage intake facility for a heat source.

【符号の説明】[Explanation of symbols]

1 下水通路 3 取水ポンプ 3A 取水ポンプの吸込口 5 取水管 6 取水部 6A 取水部の内部 7 スリット群 7A テーパ状のスリット F 下水の流れ方向 P スリットの間隔 1 Sewage passage 3 Intake pump 3A Suction port of intake pump 5 Intake pipe 6 Intake part 6A Inside of intake part 7 Slit group 7A Taper slit F Flow direction of sewage P Spacing of slit

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 取水ポンプの吸込口に接続された取水管
により、管路、閉渠もしくは開渠などによってなる下水
通路から下水を取水して熱源として利用するように構成
された熱源用下水取水設備の取水管において、この取水
管の取水部が前記下水通路内に下水の流れに沿って設置
され、かつ下水の流れ方向に拡径されるテーパ状のスリ
ットを軸方向断面で下水の流れ方向に所定の間隔を有し
て配列したスリット群によって構成され、このスリット
群を介して取水部の内部と下水通路が連通していること
を特徴とする熱源用下水取水設備の取水管。
1. A sewage intake for a heat source configured to take in sewage from a sewage passage formed by a pipeline, a closed channel, an open channel, etc. by using an intake pipe connected to a suction port of an intake pump and used as a heat source. In the intake pipe of the equipment, the intake part of the intake pipe is installed along the flow of the sewage in the sewage passage, and a tapered slit whose diameter is expanded in the flow direction of the sewage is provided in the sewage flow direction in the axial section. An intake pipe for a sewage intake facility for heat source, characterized in that the intake pipe is constituted by a group of slits arranged at predetermined intervals, and the inside of the intake section communicates with the sewage passage through the slit group.
JP385296A 1996-01-12 1996-01-12 Water take-in pipe of sewage intake facility for heat source Pending JPH09189066A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP385296A JPH09189066A (en) 1996-01-12 1996-01-12 Water take-in pipe of sewage intake facility for heat source

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP385296A JPH09189066A (en) 1996-01-12 1996-01-12 Water take-in pipe of sewage intake facility for heat source

Publications (1)

Publication Number Publication Date
JPH09189066A true JPH09189066A (en) 1997-07-22

Family

ID=11568722

Family Applications (1)

Application Number Title Priority Date Filing Date
JP385296A Pending JPH09189066A (en) 1996-01-12 1996-01-12 Water take-in pipe of sewage intake facility for heat source

Country Status (1)

Country Link
JP (1) JPH09189066A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013043153A (en) * 2011-08-26 2013-03-04 Hitachi Plant Technologies Ltd Seawater desalination system and seawater desalination method
JP2014001502A (en) * 2012-06-15 2014-01-09 Osaka City Univ Manhole, sewage drawing unit, and sewage heat utilization system
JP2014001503A (en) * 2012-06-15 2014-01-09 Osaka City Univ Screen device and sewage heat utilization system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013043153A (en) * 2011-08-26 2013-03-04 Hitachi Plant Technologies Ltd Seawater desalination system and seawater desalination method
WO2013031544A1 (en) * 2011-08-26 2013-03-07 株式会社日立プラントテクノロジー Desalinization system and desalinization method
JP2014001502A (en) * 2012-06-15 2014-01-09 Osaka City Univ Manhole, sewage drawing unit, and sewage heat utilization system
JP2014001503A (en) * 2012-06-15 2014-01-09 Osaka City Univ Screen device and sewage heat utilization system

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