CN215053481U - Compound siphon deposits integrative water intaking piping system - Google Patents
Compound siphon deposits integrative water intaking piping system Download PDFInfo
- Publication number
- CN215053481U CN215053481U CN202120727065.1U CN202120727065U CN215053481U CN 215053481 U CN215053481 U CN 215053481U CN 202120727065 U CN202120727065 U CN 202120727065U CN 215053481 U CN215053481 U CN 215053481U
- Authority
- CN
- China
- Prior art keywords
- siphon
- water
- pipe
- silt
- pump house
- 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.)
- Active
Links
Images
Landscapes
- Jet Pumps And Other Pumps (AREA)
Abstract
A compound siphon deposits integrative water intaking piping system, includes: river course side siphon, water inlet head, mud discharging hole, silt discharging pipe, U type pipe, pump house side siphon, vacuum pipe system, vacuum pump, water source pump house and water seal tank, the utility model discloses a design of river course side siphon slope installation makes the water of siphon inclusion silt when flowing along the siphon, and silt can be under the effect of gravity down the below deposit, and silt can enter into silt discharging pipe through the mud discharging hole this moment in, discharge along silt discharging pipe at last, play and prevent water source pump house silt siltation, avoid the effect of water intaking pump excessive wear and reduction water purification system load.
Description
Technical Field
The utility model relates to a siphon water intaking technical field, in particular to integrative water intaking piping system is depositd to compound siphon.
Background
In the great water source water intaking engineering of sand content, if do not install water source end filtration system or do not carry out effectual preliminary treatment to the water source sand content, the water source water that the sand content is big directly gets into water intaking pump house, can lead to a large amount of silt deposits in the suction well of water source pump house, the impeller of water source pump can be worn and torn to silt, influence the life-span of water pump, can increase water purification system's load behind the big water source water of sand content entering clean system, increase water purification system's dosing dose, increase the running cost, influence the water purification plant's the play water yield and quality of water even.
Disclosure of Invention
The utility model provides an integrative water intaking piping system is precipitated to compound siphon is applicable to on the water intaking pipeline of the great water resource engineering of sand content, prevents silt entering water source pump house in the high silt-bearing former aquatic, and favourable water intaking pump house normal operating reduces water purification system's load simultaneously. The normal operation of the water source pump room and the water purification system is ensured.
The technical scheme of the utility model is realized like this:
a compound siphon deposits integrative water intaking piping system, includes: river course side siphon, water inlet head, mud discharging hole, silt discharging pipe, U type pipe, pump house side siphon, vacuum pipe system, vacuum pump, water source pump house and water seal tank, river course side siphon top slope upwards with U type union coupling, inlet head and river course side siphon bottom end fixed connection, river course side siphon bottom and silt discharging pipe level fixed connection, communicate through a plurality of silt discharging holes between river course side siphon and the silt discharging pipe, U type pipe is installed on the wall body in water source pump house, U type pipe both ends are located in the river course and the water source pump house respectively, the perpendicular wall body in pump house side siphon top and U type union coupling, install the water seal tank in the water source pump house, the bottom of pump house side siphon sinks into below the liquid level in the water seal tank, vacuum pipe system and U type pipe mid connection, vacuum pipe system and vacuum pump connection.
Further, the siphon tube on the side of the river channel is completely not under the water level of the river channel under the normal condition.
Further, the water inlet head is positioned below the lowest water level of the riverway.
The utility model has the advantages that:
(1) the utility model discloses a design of river course side siphon slope installation makes the water of siphon inclusion silt when flowing along the siphon, and silt can be at the effect of gravity down the below deposit, and silt can enter into row's silt sand intraductal through the mud discharging hole this moment, discharges along row's silt sand pipe at last, plays and prevents the siltation of water source pump house, avoids the effect of water intaking pump excessive fast wearing and tearing and reduction water purification system load.
(2) The utility model discloses a U type union coupling vacuum piping system and vacuum pump realize also can normally the water intaking work when the river water level is below siphon inlet channel elevation, bleed through the vacuum pump and provide negative pressure and supply siphon suction.
Drawings
Fig. 1 is a schematic structural view (front view) of the present invention;
FIG. 2 is a schematic cross-sectional view of the side siphon of the river channel;
fig. 3 is a schematic structural view (top view) of the present invention;
the reference numbers in the figures illustrate: 1-side siphon of river channel; 2-a water inlet head; 3-mud discharging holes; 4-a silt discharge pipe; 5-U-shaped pipe; 6-siphon tube at pump room side; 7-vacuum tube system; 8-a vacuum pump; 9-water source pump room; 10-water seal tank.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
A compound siphon deposits integrative water intaking piping system, includes: the water source pump house comprises a river channel side siphon pipe 1, a water inlet head part 2, a sludge discharge hole 3, a sludge discharge sand pipe 4, a U-shaped pipe 5, a pump house side siphon pipe 6, a vacuum pipe system 7, a vacuum pump 8, a water source pump house 9 and a water seal tank 10, wherein the top end of the river channel side siphon pipe 6 is obliquely upwards connected with the U-shaped pipe 5, the water inlet head part 2 is fixedly connected with the bottom end of the river channel side siphon pipe 1, the bottom of the river channel side siphon pipe 1 is horizontally and fixedly connected with the sludge discharge sand pipe 4, the river channel side siphon pipe 1 is communicated with the sludge discharge sand pipe 4 through a plurality of sludge discharge holes 3, the U-shaped pipe 5 is installed on the wall body of the water source pump house 9, two ends of the U-shaped pipe 5 are respectively positioned in a river channel and in the water source pump house 9, the top end of the pump house side siphon pipe 6 is vertical to the wall body of the water source pump house 9 and is connected with the U-shaped pipe 5, the water seal tank 10 is installed in the water source pump house 9, the bottom end of the pump house side siphon pipe 6 is submerged below the liquid level in the water seal tank 10, the vacuum pipe system 7 is connected with the middle part of the U-shaped pipe 5, the vacuum pipe system 7 is connected to a vacuum pump 8.
Preferably, the waterway side siphon 1 is completely submerged below the water level of the river under normal conditions.
Preferably, the water inlet head 2 is positioned below the lowest water level of the river.
The application example is as follows:
in the integrative water intaking piping system of compound siphon sediment, the pipe diameter of river course side siphon 1 and pump house side siphon 6 is confirmed according to the water intaking volume, and the design velocity of flow of pipe diameter generally controls at 0.5~0.8m/s, arranges 4 footpaths of silt pipe and generally is 1 little 3 grades than river course side siphon, nevertheless should not be less than DN 200.
After the pipeline is installed, an air tightness test is carried out to ensure that the system is air-tight, and when the system is operated for the first time, if the river water level is below the river channel side siphon tube elevation, the vacuum tube system 7 must be operated, and the air suction amount of the vacuum pump 8 is determined according to the designed volume of the river channel side siphon tube 1 and the vacuum generation time. The sludge discharge position of the sludge discharge sand pipe 4 is determined according to factors such as river flow velocity and the like, and the sludge is discharged into the downstream of the river on the premise that the sludge discharge does not influence the water absorption of the siphon 1 at the side of the river.
Example (c):
the former river that is established into of water intaking engineering of a certain factory in Yunnan automatically flows and gets into the pump house, because the river sand content is bigger, a large amount of silt carry out the pump house well that absorbs water, lead to the well operation that absorbs water to go on normally, water pump impeller wearing and tearing are serious, better cycle is short, and a large amount of silt get into the water purification treatment station, water purification treatment station handles the requirement that water yield and quality of water can not reach the mill needs, back to advancing pump house water intaking pipeline change do compound siphon deposit integrative water intaking pipeline system, move well up to now, the silt content greatly reduced after getting into the pump house has guaranteed the normal operating of water intaking pump house, water supply purification station.
Claims (5)
1. The utility model provides an integrative water intaking piping system is precipitated to compound siphon which characterized in that includes: the water source pump house comprises a river channel side siphon pipe (1), a water inlet head part (2), sludge discharge holes (3), a sludge discharge sand pipe (4), a U-shaped pipe (5), a pump house side siphon pipe (6), a vacuum pipe system (7), a vacuum pump (8), a water source pump house (9) and a water seal tank (10), wherein the top end of the river channel side siphon pipe (6) is obliquely and upwards connected with the U-shaped pipe (5), the water inlet head part (2) is fixedly connected with the bottom end of the river channel side siphon pipe (1), the bottom of the river channel side siphon pipe (1) is horizontally and fixedly connected with the sludge discharge sand pipe (4), the river channel side siphon pipe (1) is communicated with the sludge discharge sand pipe (4) through a plurality of sludge discharge holes (3), the U-shaped pipe (5) is installed on the wall body of the water source pump house (9), the two ends of the U-shaped pipe (5) are respectively located in a river channel and the water source pump house (9), the top end of the pump house side siphon pipe (6) is perpendicular to the wall body of the water source pump house (9) and is connected with the U-shaped pipe (5), a water seal tank (10) is installed in a water source pump room (9), the bottom end of a siphon pipe (6) on the side of the pump room is immersed below the liquid level in the water seal tank (10), a vacuum pipe system (7) is connected with the middle part of a U-shaped pipe (5), and the vacuum pipe system (7) is connected with a vacuum pump (8).
2. The compound siphon sedimentation integrated water intake pipeline system according to claim 1, characterized in that: the siphon (1) on the side of the river channel is completely submerged below the water level of the river channel under normal conditions.
3. The compound siphon sedimentation integrated water intake pipeline system according to claim 1, characterized in that: the water inlet head (2) is positioned below the lowest water level of the riverway.
4. The compound siphon sedimentation integrated water intake pipeline system according to claim 1, characterized in that: an included angle of 45 degrees is formed between the river channel side siphon (1) and the horizontal plane.
5. The compound siphon sedimentation integrated water intake pipeline system according to claim 1, characterized in that: the diameter of the sludge discharge holes (3) is 30mm, and the interval between the sludge discharge holes (3) is 100 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120727065.1U CN215053481U (en) | 2021-04-11 | 2021-04-11 | Compound siphon deposits integrative water intaking piping system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120727065.1U CN215053481U (en) | 2021-04-11 | 2021-04-11 | Compound siphon deposits integrative water intaking piping system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215053481U true CN215053481U (en) | 2021-12-07 |
Family
ID=79148559
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120727065.1U Active CN215053481U (en) | 2021-04-11 | 2021-04-11 | Compound siphon deposits integrative water intaking piping system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215053481U (en) |
-
2021
- 2021-04-11 CN CN202120727065.1U patent/CN215053481U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207406520U (en) | A kind of mining multistage drainage system automatic water diversion device | |
| CN206801849U (en) | A kind of pump tube with sedimentation pollution discharge structure | |
| CN206828228U (en) | A kind of air-dissolving air-float precipitates all-in-one | |
| CN110565767A (en) | Saline and alkaline area rainwater regulation retrieval and utilization system | |
| CN105268219A (en) | Easy backwashing gravity type valve-free filtration pool | |
| CN215053481U (en) | Compound siphon deposits integrative water intaking piping system | |
| CN215906704U (en) | Gate pump system for sewage diversion | |
| CN211472773U (en) | Hydraulic engineering drainage device | |
| CN109469028B (en) | Sand discharging device for dam gate system | |
| CN208395896U (en) | A kind of bushing type water fetching device of included backwash | |
| CN215290217U (en) | Recycling system for foundation pit dewatering well water source | |
| CN205224446U (en) | Hydrocone type roof drainage system | |
| CN215559756U (en) | Sludge submersible pump backflow stirring device | |
| CN211302183U (en) | Driving sludge discharge device of horizontal sedimentation tank | |
| CN205714792U (en) | A kind of pipeline pump priming device | |
| CN216429673U (en) | Water prevention and control device for coal mine geological engineering | |
| CN219185939U (en) | Novel muddy water mixed liquid gas stripping reflux unit of sedimentation tank | |
| CN218923893U (en) | Sewage discharging equipment | |
| CN211523453U (en) | Pump station with bilayer structure | |
| CN214936104U (en) | Water inlet pipeline of water pool | |
| CN212395987U (en) | Mud suction and back flushing device of horizontal sedimentation tank | |
| CN209039106U (en) | A kind of air flotation turbo control formula external reflux device | |
| CN218580608U (en) | Device for draining water from high position of siphon | |
| CN212998561U (en) | Sediment device that does not stop liquid in pipeline | |
| CN220012675U (en) | Slag flushing water tank with water slag precipitation structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |