Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0363715B2 - - Google Patents
[go: Go Back, main page]

JPH0363715B2 - - Google Patents

Info

Publication number
JPH0363715B2
JPH0363715B2 JP58049892A JP4989283A JPH0363715B2 JP H0363715 B2 JPH0363715 B2 JP H0363715B2 JP 58049892 A JP58049892 A JP 58049892A JP 4989283 A JP4989283 A JP 4989283A JP H0363715 B2 JPH0363715 B2 JP H0363715B2
Authority
JP
Japan
Prior art keywords
seawater
chamber
equipment
partition wall
wall
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 - Lifetime
Application number
JP58049892A
Other languages
Japanese (ja)
Other versions
JPS59174789A (en
Inventor
Takenobu Fukazawa
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.)
Toshiba Corp
Original Assignee
Tokyo Shibaura Electric Co Ltd
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 Tokyo Shibaura Electric Co Ltd filed Critical Tokyo Shibaura Electric Co Ltd
Priority to JP58049892A priority Critical patent/JPS59174789A/en
Publication of JPS59174789A publication Critical patent/JPS59174789A/en
Publication of JPH0363715B2 publication Critical patent/JPH0363715B2/ja
Granted legal-status Critical Current

Links

Classifications

    • 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
    • Y02E30/00Energy generation of nuclear origin
    • 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
    • Y02E30/00Energy generation of nuclear origin
    • Y02E30/30Nuclear fission reactors

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】 〔発明の技術分野〕 本発明は原子力発電所における地下形の海水機
器建屋、タービン建屋等の建屋構造に関する。
DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention relates to building structures such as underground seawater equipment buildings and turbine buildings in nuclear power plants.

〔発明の技術的背景とその問題点〕[Technical background of the invention and its problems]

最近、原子力発電所の海水機器建屋タービン建
屋等の建屋は全体あるいは一部を地下に埋設した
地下形のものが建設されている。ところで、上記
海水機器建屋等では冷却用の海水が大量に流通さ
れる。そして、一般にこのような海水機器建屋で
は建屋本体内に大容量の海水流通室を設け、導水
路等を介してこの海水流通室内に海水を導入し、
この海水流通室内に流入した海水を海水ポンプに
よつて復水器その他の熱交換器に供給するように
構成されている。また、上記建屋本体内には各種
の機器を収容した機器収容室が設けられており、
地下形の建屋ではこの機器収容室は地下水位およ
び海水面より下方に位置している。したがつて、
万一建屋の防水壁に漏洩が生じた場合にはこの機
器収容室内に地下水あるいは海水が流入する可能
性がある。しかし、地下水はその湧出量があまり
大きくはなく、万一建屋の防水壁に大規模な漏洩
箇所が生じても機器収容室内に流入する地下水の
量は比較的少なく、また時間が経過すると流入量
が減少してゆく。よつて排水ポンプでこの流入し
た地下水を排水すれば機器収容室内の機器が水没
するようなことはない。しかし、前記の海水流通
室は導水路等を介して海中に連通されているの
で、この海水流通室内に供給される海水の量は無
限である。したがつて、万一この海水流通室と機
器収容室とを区画する隔壁に大規模な漏洩が生じ
た場合には機器収容室に多量の海水が長時間にわ
たつて流入する可能性がある。したがつて、この
ような場合には排水ポンプによる排水では間に合
わず、機器収容室内の機器が水没する可能性があ
る。そして、海水は腐食性が大きいのでこの海水
中に水没した機器は修復不可能となり、大きな経
済的損失を招くことになる。
Recently, underground buildings such as seawater equipment buildings and turbine buildings of nuclear power plants have been constructed, with the whole or part of them buried underground. By the way, a large amount of seawater for cooling is distributed in the seawater equipment building and the like. In general, such a seawater equipment building has a large capacity seawater distribution room inside the building body, and seawater is introduced into this seawater distribution room via a water conduit or the like.
The seawater flowing into the seawater circulation chamber is configured to be supplied to a condenser and other heat exchangers by a seawater pump. In addition, there is an equipment storage room that houses various equipment inside the main body of the building.
In underground buildings, this equipment storage room is located below the groundwater level and sea level. Therefore,
In the unlikely event that a leak occurs in the waterproof wall of the building, groundwater or seawater may flow into the equipment housing room. However, the amount of groundwater gushing out is not very large, and even if a large-scale leak occurs in the waterproof wall of the building, the amount of groundwater that will flow into the equipment housing room will be relatively small, and over time, the amount of inflow will increase. is decreasing. Therefore, if this inflowing groundwater is drained using a drainage pump, the equipment in the equipment storage room will not be submerged in water. However, since the seawater distribution chamber is communicated with the sea via a conduit or the like, the amount of seawater that can be supplied into the seawater distribution chamber is unlimited. Therefore, in the event that a large-scale leak occurs in the partition wall separating the seawater distribution room and the equipment storage room, a large amount of seawater may flow into the equipment storage room for a long period of time. Therefore, in such a case, drainage using a drainage pump may not be enough, and the equipment in the equipment housing chamber may be submerged in water. Since seawater is highly corrosive, equipment submerged in seawater cannot be repaired, resulting in large economic losses.

〔発明の目的〕[Purpose of the invention]

本発明は以上の事情にもとづいてなされたもの
で、その目的とするところは機器収容室内への海
水の流入を確実に防止することができる建屋構造
を提供することにある。
The present invention has been made based on the above-mentioned circumstances, and its purpose is to provide a building structure that can reliably prevent seawater from flowing into an equipment housing chamber.

〔発明の概要〕 本発明は地下に埋没された建屋本体と、この建
屋本体内に形成され機器を収容する機器収容室
と、上記建屋本体の一部に形成され海水が流通す
る海水流通室と、この海水流通室と上記機器収容
室とを区画する二重の隔壁と、これら隔壁間に形
成され人間が通過し得る幅を有する漏洩検知室と
を具備したものである。したがつて、上記二重の
隔壁の両方に漏洩が生じない限り海水が機器収容
室内に流入することはないので、この機器収容室
内に海水が流入する可能性はきわめて小さくな
る。また、二重の隔壁間には人間が通過し得る幅
の漏洩検知室を形成したので、この漏洩検知室内
に検査員が立入り、漏洩の有無、隔壁の状態等を
検査することができ、大規模な漏洩の発生を未然
に防ぐことができ、機器収容室への海水の流入を
確実に防止することができるものである。
[Summary of the Invention] The present invention comprises a building body buried underground, an equipment storage chamber formed within the building body to house equipment, and a seawater circulation chamber formed in a part of the building body through which seawater flows. , a double partition wall that partitions this seawater circulation chamber and the equipment storage chamber, and a leakage detection chamber formed between these partition walls and having a width that allows a person to pass through. Therefore, unless leakage occurs in both of the double partition walls, seawater will not flow into the equipment housing chamber, so the possibility that seawater will flow into the equipment housing chamber is extremely small. In addition, a leak detection chamber with a width that allows a person to pass through was created between the double bulkheads, allowing inspectors to enter this leak detection chamber and inspect the presence of leaks and the condition of the bulkheads. It is possible to prevent the occurrence of large-scale leakage, and it is possible to reliably prevent seawater from flowing into the equipment storage room.

〔発明の実施例〕[Embodiments of the invention]

以下第1図ないし第5図を参照して本発明の一
実施例を説明する。図中1は原子力発電所の海水
機器建屋等の建屋本体であつて、地面2の下に埋
没されている。この建屋本体1内には機器収容室
3が形成されており、この機器収容室3内には熱
交換器4…その他の機器5,6,7が収容されて
いる。また、この建屋本体1の上には海水淡水化
装置8が設けられている。なお、この建屋本体1
の外周壁9は防水構造をなしており、またこの外
周壁9の周囲には地下水を抜くためのサブドレイ
ン(図示せず)が形成され、地下水の侵入を防止
するように構成されている。また、この建屋本体
1の一部には海水流通室10が形成されており、
この海水流通室10は導水路12,12を介して
海中に連通され、これら導水路12,12を介し
てこの海水流通室10内に海水が流入するように
構成されている。また、この海水流入室10の上
部には海水ポンプ装置13…が設けられており、
海水流通室10内に流入した海水はこの海水ポン
プ装置13…によつて熱交換器4…等に送られる
ように構成されている。また、この海水流通室1
0と機器収容室3とは第1の隔壁14および第2
の隔壁15の二重の隔壁で区画されている。これ
ら第1の隔壁14および第2の隔壁15は建屋本
体1と同様の鉄筋コンクリート製であつて、防水
処理が施され、防水構造となつている。そして、
これら第1の隔壁14と第2の隔壁15との間に
は漏洩検知室16が形成されている。この漏洩検
知室16は人間が通過し得る幅たとえば1.0m以
上の幅を有している。また、上記第1の隔壁14
と第2の隔壁15の下端部、中間部および上端部
は鉄筋コンクリート製の下床壁17、中床壁18
および上床壁19で互に一体的に連結されてい
る。また、これら第1の隔壁14と第2の隔壁1
5は鉛直方向に沿つた複数の鉄筋コンクリート製
の連結壁20…によつて互に一体的に連結されて
いる。したがつて、これら第1の隔壁14、第2
の隔壁15、下床壁17、中床壁18、上床壁1
9および連結壁20…によつて強固な箱形構造体
が形成される。また、上記中床壁18および上床
壁19にはそれぞれ複数の水落し孔21…が形成
され、これら中床壁18および上床壁19上に溜
つた水はこれら水落し孔21…を通して下床壁1
7まで流下するように構成されている。なお、こ
れら水落し孔21…の上にはグレーチング22…
が設けられ、検査員等が自由に歩行できるように
構成されている。また、上記連結壁20…にはそ
れぞれ通過孔23…が形成され、作業員等がこの
漏洩検知室16内を自由に移動できるように構成
されている。また、この漏洩検知室16内には背
かご付の昇降用梯子24,24が設けられ、検査
員等が下床壁17、中床壁18および上床壁19
間を自由に昇降できるように構成されている。ま
た、下床壁17の両端部にはそれぞれドレンピツ
ト25,25が形成され、漏洩検知室16内に流
入した水はすべてこのドレンピツト25,25に
流入する。これらドレンピツト25,25内に溜
つた水はドレンポンプ27によつて排出される。
また、これらドレンピツト25,25内には水位
検出機構28が設けられており、ドレンピツト2
5,25内の水位が所定の水位以上に上昇すると
これを検出し、警報信号を出力するとともにドレ
ンポンプ27を運転し、ドレンピツト25,25
内の水を排出する。また、前記海水ポンプ装置1
3…および上床壁19の水落し孔21…を囲んで
壁29が設けられており、万一海水ポンプ装置1
3…あるいはこれらに接続された配管(図示せ
ず)から海水が漏出した場合、その海水が上記壁
29より外には流れ出ないように構成されてい
る。なお、この壁29の内側に溜つた海水は水落
し孔21…を通つて漏洩検知室16内に流入す
る。
An embodiment of the present invention will be described below with reference to FIGS. 1 to 5. In the figure, 1 is the main body of a building such as a seawater equipment building of a nuclear power plant, which is buried under the ground 2. A device housing chamber 3 is formed within the building body 1, and a heat exchanger 4...other devices 5, 6, and 7 are housed within this device housing chamber 3. Furthermore, a seawater desalination device 8 is provided on top of the building main body 1. Furthermore, this building body 1
The outer peripheral wall 9 has a waterproof structure, and a sub-drain (not shown) for draining underground water is formed around the outer peripheral wall 9 to prevent the intrusion of underground water. In addition, a seawater distribution chamber 10 is formed in a part of this building body 1,
This seawater circulation chamber 10 is communicated with the sea via headraces 12, 12, and is configured such that seawater flows into this seawater circulation chamber 10 through these headraces 12, 12. Further, a seawater pump device 13 is provided at the top of this seawater inflow chamber 10.
The seawater flowing into the seawater circulation chamber 10 is configured to be sent to the heat exchangers 4, etc. by the seawater pump devices 13. In addition, this seawater distribution room 1
0 and the equipment storage chamber 3 are the first partition wall 14 and the second partition wall 14.
It is divided by a double partition wall 15. The first partition wall 14 and the second partition wall 15 are made of reinforced concrete similar to the building main body 1, and are waterproofed to have a waterproof structure. and,
A leak detection chamber 16 is formed between the first partition wall 14 and the second partition wall 15. The leakage detection chamber 16 has a width that a person can pass through, for example, 1.0 m or more. Further, the first partition wall 14
The lower end, middle part, and upper end of the second partition wall 15 are made of reinforced concrete, such as a lower floor wall 17 and a middle floor wall 18.
and are integrally connected to each other by an upper floor wall 19. Moreover, these first partition walls 14 and second partition walls 1
5 are integrally connected to each other by a plurality of vertically extending connecting walls 20 made of reinforced concrete. Therefore, these first partition walls 14, second
Partition wall 15, lower floor wall 17, middle floor wall 18, upper floor wall 1
9 and the connecting walls 20... form a strong box-shaped structure. In addition, a plurality of water drop holes 21 are formed in each of the middle floor wall 18 and the upper floor wall 19, and the water accumulated on the middle floor wall 18 and the upper floor wall 19 is passed through these water drop holes 21 to the lower floor wall. 1
It is configured to flow down to 7. In addition, gratings 22... are placed above these water drop holes 21...
It is constructed so that inspectors and others can walk freely. Furthermore, passage holes 23 are formed in the connecting walls 20, respectively, so that workers and the like can move freely within the leak detection chamber 16. Further, inside this leak detection chamber 16, ladders 24, 24 for climbing with back baskets are provided, and inspectors, etc.
It is constructed so that it can be moved up and down freely. Furthermore, drain pits 25, 25 are formed at both ends of the lower floor wall 17, respectively, and all the water that has flowed into the leak detection chamber 16 flows into these drain pits 25, 25. The water accumulated in these drain pits 25, 25 is discharged by a drain pump 27.
In addition, a water level detection mechanism 28 is provided in these drain pits 25, 25, and the drain pit 2
When the water level in the drain pits 25, 25 rises above a predetermined water level, this is detected, and an alarm signal is output, and the drain pump 27 is operated.
Drain the water inside. Further, the seawater pump device 1
3... and the water drop hole 21... of the upper floor wall 19, a wall 29 is provided to surround the water drop hole 21...
3... or if seawater leaks from the pipes (not shown) connected to these, the seawater is constructed so as not to flow out of the wall 29. Note that the seawater accumulated inside this wall 29 flows into the leak detection chamber 16 through the water drop holes 21 .

次に上記の一実施例の作用を説明する。上記海
水流通室10と機器収容室3とは第1の隔壁14
および第2の隔壁15の二重の隔壁によつて区画
されているので、万一いずれか一方に漏洩が生じ
ても海水が機器収容室3内に流入することはな
い。また、第1の隔壁14と第2の隔壁15は下
床壁17、中床壁18、上床壁19および連結壁
20…によつて一体的に連結され、強固な箱形の
構造体を構成しているので、地震等によつてもこ
れら第1の隔壁14あるいは第2の隔壁15が破
損し、漏洩を生じるようなことはない。また、第
1の隔壁14と第2の隔壁15との間には人間が
通過できる幅の漏洩検知室16を形成したので、
検査員がこの漏洩検知室16内に立入り、第1の
隔壁14等の状態を検査できるので漏洩の発生を
未然に防止することができる。また、万一第1の
隔壁14等に漏洩が生じると漏洩検知室16内に
海水が流入し、ドレンピツト25,25内の水位
が上昇して水位検出機構28から警報信号が出力
される。よつて漏洩の発生をただちに検出するこ
とができ、早期に漏洩箇所の修復をおこなうこと
ができる。
Next, the operation of the above embodiment will be explained. The seawater distribution chamber 10 and the equipment storage chamber 3 are separated by a first partition wall 14.
Since it is divided by the double partition walls of the second partition wall 15 and the second partition wall 15, seawater will not flow into the equipment storage chamber 3 even if a leak occurs in either side. In addition, the first partition wall 14 and the second partition wall 15 are integrally connected by a lower floor wall 17, a middle floor wall 18, an upper floor wall 19, and a connecting wall 20, forming a strong box-shaped structure. Therefore, even in an earthquake or the like, the first partition wall 14 or the second partition wall 15 will not be damaged and leakage will not occur. In addition, a leak detection chamber 16 with a width that allows a person to pass through is formed between the first partition wall 14 and the second partition wall 15.
Since an inspector can enter the leak detection chamber 16 and inspect the condition of the first partition wall 14 and the like, it is possible to prevent leaks from occurring. Furthermore, if a leak occurs in the first partition wall 14 or the like, seawater will flow into the leak detection chamber 16, the water level in the drain pits 25, 25 will rise, and the water level detection mechanism 28 will output an alarm signal. Therefore, the occurrence of leakage can be detected immediately, and the leakage location can be repaired at an early stage.

〔発明の効果〕〔Effect of the invention〕

上述の如く本発明は地下に埋設された建屋本体
と、この建屋本体内に形成され機器を収容する機
器収容室と、上記建屋本体の一部に成形され海水
が流通する海水流通室と、この海水流通室と上記
機器収容室とを区画する二重の隔壁と、これら隔
変間に形成され人間が通過し得る幅を有する漏洩
検知室とを具備したものである。したがつて、上
記二重の隔壁のん両方に漏洩が生じない限り海水
が機器収容室内に流入することはないので、この
機器収容室内に海水が流入する可能性はきわめて
小さくなる。また、二重の隔壁間には人間が通過
し得る幅の漏洩検知室を形成したので、この漏洩
検知室内に検査員が立入り、漏洩の有無、隔壁の
状態等を検査することができ、大規模な漏洩の発
生を未然に防ぐことができ、機器収容室への海水
の流入を確実に防止することができる等その効果
は大である。
As described above, the present invention includes a building body buried underground, an equipment storage chamber formed within the building body to house equipment, a seawater circulation chamber formed in a part of the building body through which seawater flows, and It is equipped with a double partition wall that partitions the seawater circulation chamber and the equipment storage chamber, and a leakage detection chamber formed between these partitions and having a width that allows a person to pass through. Therefore, unless leakage occurs in both of the double partition walls, seawater will not flow into the equipment housing chamber, and the possibility of seawater flowing into the equipment housing chamber is extremely small. In addition, a leak detection chamber with a width that allows a person to pass through was created between the double bulkheads, allowing inspectors to enter this leak detection chamber and inspect the presence of leaks and the condition of the bulkheads. The effects are great, such as being able to prevent large-scale leaks from occurring and reliably preventing seawater from flowing into the equipment storage room.

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

図は本発明の一実施例を示し、第1図は縦断面
図、第2図は第1図の−線に沿う断面図、第
3図は第1図の−線に沿う断面図、第4図は
第1図の−線に沿う断面図、第5図は隔壁部
分を拡大して示す縦断面図である。 1……建屋本体、3……機器収容室、10……
海水流通室、14……第1の隔壁、15……第2
の隔壁、16……漏洩検知室。
The figures show one embodiment of the present invention, in which FIG. 1 is a longitudinal sectional view, FIG. 2 is a sectional view taken along the - line in FIG. 1, and FIG. 3 is a sectional view taken along the - line in FIG. 4 is a sectional view taken along the - line in FIG. 1, and FIG. 5 is an enlarged vertical sectional view showing the partition wall portion. 1...Building body, 3...Equipment storage room, 10...
Seawater distribution room, 14...first bulkhead, 15...second
Bulkhead, 16... Leak detection room.

Claims (1)

【特許請求の範囲】[Claims] 1 地下に埋設された建屋本体と、この建屋本体
内に形成され機器を収容する機器収容室と、上記
建屋本体の一部に形成され海水が流通する海水流
通室と、この海水流通室と上記機器収容室とを区
画する二重の隔壁と、これら隔壁間に形成され人
間が通過し得る幅を有する漏洩検知室とを具備し
たことを特徴とする建屋構造。
1. A building body buried underground, an equipment storage room formed within this building body to house equipment, a seawater circulation room formed as a part of the building body and through which seawater flows, and this seawater circulation room and the above-mentioned A building structure characterized by comprising a double partition wall that partitions an equipment storage room, and a leak detection room formed between these partition walls and having a width that allows a person to pass through.
JP58049892A 1983-03-25 1983-03-25 Building structure Granted JPS59174789A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58049892A JPS59174789A (en) 1983-03-25 1983-03-25 Building structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58049892A JPS59174789A (en) 1983-03-25 1983-03-25 Building structure

Publications (2)

Publication Number Publication Date
JPS59174789A JPS59174789A (en) 1984-10-03
JPH0363715B2 true JPH0363715B2 (en) 1991-10-02

Family

ID=12843679

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58049892A Granted JPS59174789A (en) 1983-03-25 1983-03-25 Building structure

Country Status (1)

Country Link
JP (1) JPS59174789A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2952632B1 (en) * 2009-11-13 2012-05-25 Soletanche Freyssinet PURIFYING STATION FOR THE TREATMENT OF WASTEWATER
JP2012230028A (en) * 2011-04-27 2012-11-22 Toshiba Corp Alternative power supply system
JP6742896B2 (en) * 2016-12-15 2020-08-19 日立Geニュークリア・エナジー株式会社 Overflow drainage system for nuclear power plants

Also Published As

Publication number Publication date
JPS59174789A (en) 1984-10-03

Similar Documents

Publication Publication Date Title
US4014475A (en) Combined manway and collection tank for sewage grinder
DE3133582A1 (en) NUCLEAR POWER PLANT
JP3198945U (en) Seawater radiation measurement equipment
JPH0363715B2 (en)
CN113742826A (en) Active anti-floating design method based on anti-floating variable water level
US7137755B2 (en) Underground water retention apparatus
CN211421317U (en) Building basement drainage mechanism
WO2016038942A1 (en) Structure for preventing submersion of seismic base isolated building
CN114032935A (en) A formula drainage system is buried to foundation ditch secretly for having a deck bridge plate
Weight Ocean cooling water system for 800 MW power station
JPH0113105Y2 (en)
JP7057966B2 (en) Maintenance method for drainage device
JPS6035294A (en) Intake device for seawater of nuclear power plant
JP6468726B2 (en) Temporary toilet accommodation type underground storage tank
JPH11202088A (en) Seawater pump storage building
SE443543B (en) Arrangement of floating dwelling modules
KAWAIKE et al. Modeling of stormwater drainage/overflow processes considering ditches and their related structures
JP6683417B2 (en) Aerial city structure
JP2787221B2 (en) Leakage expansion prevention structure
JPS54106075A (en) Adding apparatus for solid chemicals to water
JP2656664B2 (en) Power plant
JPS6140805B2 (en)
JPS6112314Y2 (en)
JP2020056299A (en) Structure of aerial city
JPS59353Y2 (en) underground pipe