JPS6421714U - - Google Patents
Info
- Publication number
- JPS6421714U JPS6421714U JP11508187U JP11508187U JPS6421714U JP S6421714 U JPS6421714 U JP S6421714U JP 11508187 U JP11508187 U JP 11508187U JP 11508187 U JP11508187 U JP 11508187U JP S6421714 U JPS6421714 U JP S6421714U
- Authority
- JP
- Japan
- Prior art keywords
- water
- opening
- water tank
- inflow
- tank
- 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.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 39
- 239000010802 sludge Substances 0.000 claims description 7
- 239000010813 municipal solid waste Substances 0.000 claims description 6
- 230000000979 retarding effect Effects 0.000 claims description 6
- 239000004576 sand Substances 0.000 claims description 5
- 238000005192 partition Methods 0.000 claims description 3
- 239000007788 liquid Substances 0.000 claims description 2
- 238000000926 separation method Methods 0.000 claims description 2
- 239000013049 sediment Substances 0.000 description 2
- 239000010865 sewage Substances 0.000 description 1
Landscapes
- Separation Of Solids By Using Liquids Or Pneumatic Power (AREA)
Description
図面は本考案に係る流水中のゴミ、ヘドロ、土
砂の分離装置の実施例を示したものであつて、第
１図はその一部切欠した斜面図、第２図は同上の
一部切欠した断面正面図、第３図は第２図のＸ―
Ｘ線断面平面図、第４図、第５図は第３図の夫々
Ｙ―Ｙ線、Ｚ―Ｚ線断面正面図。
１は水槽、２は原水流入路、３は遊水部、４は
連絡管、５は流入管、６は浮遊ゴミ除去手段、７
は排出口、８は下水取出管、９は開口部、１０は
固液分離槽、１１は水平隔壁、１２は水平壁、１
３は側壁、１４は連絡管４の開口部、１５は流入
管５の開口部、１６は導入部、１７は土砂等排出
管、１８はヘドロ等集積池、１９は土砂集積所、
２０は取水盤、２１は遊水部側開口部。
The drawings show an embodiment of the apparatus for separating garbage, sludge, and sand in flowing water according to the present invention. Figure 1 is a partially cutaway slope view of the same, and Figure 2 is a partially cutaway view of the same. Cross-sectional front view, Figure 3 is X- in Figure 2
An X-ray cross-sectional plan view, and FIGS. 4 and 5 are cross-sectional front views taken along the Y--Y line and the Z--Z line in FIG. 3, respectively. 1 is a water tank, 2 is a raw water inflow path, 3 is a retarding section, 4 is a connecting pipe, 5 is an inflow pipe, 6 is a floating garbage removal means, 7
is a discharge port, 8 is a sewage outlet pipe, 9 is an opening, 10 is a solid-liquid separation tank, 11 is a horizontal partition, 12 is a horizontal wall, 1
3 is a side wall, 14 is an opening of the communication pipe 4, 15 is an opening of the inflow pipe 5, 16 is an introduction part, 17 is a discharge pipe for sediment, etc., 18 is a pond for collecting sludge, etc., 19 is a sediment collection site,
20 is a water intake board, and 21 is an opening on the water retarding part side.
Claims (1)
水槽周辺より円周方向に原水が流入して、中心部
分では流水が遅く周辺部での流水が速いと云う水
平回転セン断流れを生成するように、原水流入路
２からの流入管５を設けると共に、水槽１内上部
中央に分離水取出管８の開口部９のある固液分離
槽１０に於て、 前記水槽１全体が原水流入路２の水面下に位置
せしめられて、水槽１と原水流入路２との間には
水平隔壁１１を設け、該水平隔壁１１を含む水平
壁１２上に遊水部３を原水流入路２に接続せしめ
て配設し、該遊水部３の底の所要位置に、水槽１
の側壁１３の上部分で前記開口部９の水平位置よ
りは下方で前記流入路５の開口部１５よりは上方
に開口する連絡管４を設け、且つ該連結管４に近
い位置で遊水部３に浮遊ゴミ除去手段６を設けた
ことを特徴とする流水中のゴミ、ヘドロ、土砂の
分離装置。 (2) 実用新案登録請求の範囲第１項に記載の流
水中のゴミ、ヘドロ、土砕の分離装置に於て、前
記原水流入路２からの流入管５の開口部１５の有
効断面積Ａは、浮遊部３からの連絡管４の開口部
１４の有効断面積Ｂに対しＡ＞３Ｂであることを
特徴とする流水中のゴミ、ヘドロ、土砂の分離装
置。 (3) 実用新案登録請求の範囲第１項に記載の流
水中のゴミ、ヘドロ、土砂の分離装置に於て、前
記原水流入路２からの流入管５の開口部１５の中
心位置の水槽１内の水深ｈは水槽１の水深Ｈに対
し ｈ＝（２３〜１２）Ｈ であると共に、 前記遊水部３からの連絡管４の開口部１４の中
心位置の水槽１内の水深ｋは水槽１の水深Ｈに対
し ｋ＝（７８〜３４）Ｈ であることを特徴とする流水中のゴミ、ヘドロ
、土砂の分離装置。[Claims for Utility Model Registration] (1) The water tank 1 has a funnel-shaped outlet 7 at the bottom, and raw water flows in from the periphery of the tank in the circumferential direction, with water flowing slowly at the center and slowing at the periphery. In order to generate a fast horizontal rotating flow, an inflow pipe 5 from the raw water inflow path 2 is provided, and a solid-liquid separation tank 10 is provided with an opening 9 of a separated water outlet pipe 8 in the center of the upper part of the water tank 1. In this case, the entire water tank 1 is positioned below the water surface of the raw water inflow channel 2, a horizontal partition wall 11 is provided between the water tank 1 and the raw water inflow channel 2, and a horizontal wall 12 including the horizontal partition wall 11 is A water retarding section 3 is connected to the raw water inflow channel 2 and arranged, and a water tank 1 is installed at a desired position on the bottom of the water retarding section 3.
A connecting pipe 4 is provided in the upper part of the side wall 13 of the connecting pipe 4, which opens below the horizontal position of the opening 9 and above the opening 15 of the inflow passage 5, and a water retarding part 3 is provided at a position close to the connecting pipe 4. A device for separating garbage, sludge, and earth and sand in flowing water, characterized in that a floating garbage removal means 6 is provided. (2) Scope of Utility Model Registration In the apparatus for separating dirt, sludge, and crushed earth in flowing water as set forth in claim 1, the effective cross-sectional area A of the opening 15 of the inflow pipe 5 from the raw water inflow path 2 is a device for separating garbage, sludge, and sand in running water, characterized in that A > 3B for the effective cross-sectional area B of the opening 14 of the communication pipe 4 from the floating part 3. (3) Utility Model Registration Scope In the device for separating dirt, sludge, and sand in flowing water as set forth in claim 1, the water tank 1 is located at the center of the opening 15 of the inflow pipe 5 from the raw water inflow path 2. The water depth h in the water tank 1 is h=(23-12)H with respect to the water depth H in the water tank 1, and the water depth k in the water tank 1 at the center position of the opening 14 of the communication pipe 4 from the water retarding section 3 is the water depth H in the water tank 1. An apparatus for separating garbage, sludge, and sand in running water, characterized in that k=(78-34)H for a water depth H of .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11508187U JPH07164Y2 (en) | 1987-07-29 | 1987-07-29 | Separator for debris, sludge and sediment in running water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11508187U JPH07164Y2 (en) | 1987-07-29 | 1987-07-29 | Separator for debris, sludge and sediment in running water |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6421714U true JPS6421714U (en) | 1989-02-03 |
| JPH07164Y2 JPH07164Y2 (en) | 1995-01-11 |
Family
ID=31356410
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11508187U Expired - Lifetime JPH07164Y2 (en) | 1987-07-29 | 1987-07-29 | Separator for debris, sludge and sediment in running water |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07164Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011072904A (en) * | 2009-09-30 | 2011-04-14 | Sekisui Chem Co Ltd | Solid-liquid separator and water treatment apparatus |
-
1987
- 1987-07-29 JP JP11508187U patent/JPH07164Y2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011072904A (en) * | 2009-09-30 | 2011-04-14 | Sekisui Chem Co Ltd | Solid-liquid separator and water treatment apparatus |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07164Y2 (en) | 1995-01-11 |
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