CN213569895U - Coagulating sedimentation water treatment device for driving over-saturated gas - Google Patents

Coagulating sedimentation water treatment device for driving over-saturated gas Download PDF

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CN213569895U
CN213569895U CN202022395412.3U CN202022395412U CN213569895U CN 213569895 U CN213569895 U CN 213569895U CN 202022395412 U CN202022395412 U CN 202022395412U CN 213569895 U CN213569895 U CN 213569895U
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water
pipe
gas
tank
pool
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丛海兵
吴翔
成芃荣
傅启飞
吴银杰
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Yangzhou University
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Yangzhou University
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Abstract

A coagulating sedimentation water treatment device for driving over-saturated gas belongs to the technical field of water treatment. Consists of a gas driving pool, a coagulant adding system, a reaction pool, a sedimentation pool and a water inlet and outlet pipeline. A gas driving pool is arranged before coagulant addition, an aeration head is arranged at the bottom of the gas driving pool, an air blower supplies air to the aeration head through an air pipe, and the aeration head releases bubbles into water to drive supersaturated gas in the water out of the water body. The gas driving pool can also adopt structures such as water dropping, stirring and the like to drive the supersaturated gas. Adding coagulant into the water body in which the super-saturated gas is driven, coagulating the coagulant and impurities in the water into floc particles in a reaction tank, precipitating the floc particles to the bottom of the tank in a sedimentation tank, discharging the floc particles out of the tank through a sludge discharge pipe, and discharging clear water out of the tank from the surface of the sedimentation tank. The invention drives out the super-saturated gas in the water before coagulation, and avoids the super-saturated gas from condensing into bubbles on the surface of the coagulated flocs to influence the precipitation effect of floc particles, thereby improving the quality of the precipitated water.

Description

Coagulating sedimentation water treatment device for driving over-saturated gas
Technical Field
The utility model belongs to a water treatment technical field relates to a water treatment facilities to containing super saturated gas water, and specific saying so relates to a precursor drives out super saturated gas in the aquatic, carries out coagulating sedimentation's water treatment facilities again.
Background
Coagulating sedimentation is a common method for drinking water treatment and is used for removing colloid, suspended matters and other particulate matters in water. The coagulation is to add inorganic salt coagulant such as polyaluminium chloride into water to generate chain macromolecules with positive charges, and to form large-particle flocs with high precipitation speed by electro-adsorption, coating and capturing tiny impurities in the water. The sedimentation is to settle large-particle flocs formed by coagulation to the bottom of a pool in a pool with smooth flow, and clear water flows out from the surface layer, so that impurities and water are separated. Algae are common micro-plants in source water, grow and reproduce by photosynthesis, and emit oxygen. Oxygen released by algae photosynthesis dissolves in water in the form of molecules, called dissolved oxygen. The maximum dissolved oxygen that can be stably dissolved in a unit water body is called saturated dissolved oxygen, and is mainly related to water temperature. When algae photosynthesis is intense, the released oxygen exceeds the saturated dissolved oxygen of water, and this portion of oxygen can also be temporarily present in water, called supersaturated dissolved oxygen. The supersaturated dissolved oxygen is unstable, is easy to adhere to the surfaces of certain media to be condensed into bubbles, and is separated out from a dissolved state into gaseous bubbles. When water containing super-saturated gas is used for producing tap water, the precipitation performance of floc particles after coagulation and precipitation is poor, the turbidity of effluent is high, and the floc particles can float on the water surface of a precipitation tank to form a thick layer of scum. The reason is that the coagulant added into the water, such as polyaluminium chloride and the like, is inorganic salt, hydrophobic and hydrophilic, becomes an attachment body for precipitation of supersaturated gas, the floccule particles of the coagulant form a porous space structure when gradually coagulating and growing up, bubbles precipitated from supersaturated oxygen are wrapped in the porous space structure to form buoyancy, the sedimentation performance of the floccule particles is reduced, and even the floccule particles are lifted to float to the water surface to form scum.
SUMMERY OF THE UTILITY MODEL
The utility model aims at the above-mentioned shortcoming and not enough that exist when adopting the coagulating sedimentation method to handle super saturated gas water to current water works, provide a drive super saturated gas's coagulating sedimentation water treatment facilities, through set up the device that drives super saturated gas before coagulating sedimentation, drive out aquatic super saturated gas, avoid super saturated gas to appear the bubble on coagulant surface to improve the precipitation performance of floc granule, make the floc precipitation effect better, it is more clear to go out water.
The technical scheme of the utility model is that: a coagulating sedimentation water treatment device for driving over-saturated gas comprises a water inlet pipe, a coagulant adding pipe, a reaction tank, a sedimentation tank and a water outlet pipe; the method is characterized in that: the utility model discloses a reaction tank, including reaction tank, outlet pipe, sedimentation tank, inlet tube, reaction tank, sedimentation tank, outlet pipe, the device is driven to reaction tank one side connection and is equipped with gaseous device of driving, gaseous device one side connection of driving is equipped with former water pipe, gaseous device, inlet tube, reaction tank, sedimentation tank, outlet pipe are series connection in proper order and communicate with each other, the coagulant is thrown the union coupling and is set up on the inlet tube, be equipped with the baffle of crisscross placing in the reaction tank, rivers reciprocating flow between the baffle, be equipped with the partition wall between reaction tank and the sedimentation tank, set up the hole on the partition wall, rivers in the reaction tank flow into the sedimentation tank from the hole, the sedimentation tank bottom is equipped with mud pipe, and the pipe wall is seted up porosely, and the mud of sedimentation tank bottom can be followed in the punchhole gets into.
At least 2 baffle plates which are staggered up and down are arranged in the reaction tank, and water flows among the baffle plates in a reciprocating manner.
Gaseous device of driving comprises gaseous pond, aeration head, air hose, the air-blower of driving, and gaseous pond of driving is for having the non-pressure pond of free surface of water, and one side connects former water pipe, and another side connects the inlet tube, and air-blower, air hose, aeration head connect gradually and communicate with each other, and gaseous pond bottom of driving is located to the aeration head, and the aeration head releases out the bubble to the aquatic.
The utility model has the advantages that: the utility model provides a pair of drive gaseous coagulating sedimentation water treatment facilities of supersaturation, device novel structure, easy operation utilizes similar compatible principle, adopts the bubble to drive dissolved gas, avoids the coagulating sedimentation effect that the gaseous influence water of supersaturation.
The method has the following specific beneficial effects:
(1) the coagulant is added to drive out the super-saturated gas in the water, so that the super-saturated gas is prevented from being condensed into bubbles on the surface of the coagulated flocs to influence the particle precipitation effect of the flocs, and the quality of the precipitated water is improved;
(2) the air aeration bubbles are adopted to drive the supersaturated gas in the water, and the supersaturated gas and the aeration bubbles in the water are fused into large bubbles by utilizing the similar compatibility principle, so that the overflow speed is high and the efficiency is high.
Drawings
Fig. 1 is a schematic structural diagram of embodiment 1 of the present invention.
Fig. 2 is a schematic structural diagram of embodiment 2 of the present invention.
Fig. 3 is a schematic structural diagram of embodiment 3 of the present invention.
In the figure: the system comprises a water inlet pipe 1, a coagulant adding pipe 2, a reaction tank 3, a sedimentation tank 4, a water outlet pipe 5, a partition plate 6, a partition wall 7, a sludge discharge pipe 8, a valve 9, a raw water pipe 10, a gas driving tank 11, an aeration head 12, an air pipe 13, an air blower 14, a water dropping baffle 15, a stirring paddle 16 and a stirrer 17.
Detailed Description
The present invention will be further explained with reference to the accompanying drawings 1-3:
embodiment 1, as shown in fig. 1, a coagulating sedimentation water treatment device for driving supersaturated gas comprises a raw water pipe, a gas driving device, a water inlet pipe 1, a coagulant adding pipe 2, a reaction tank 3, a sedimentation tank 4 and a water outlet pipe 5 which are sequentially connected in series and communicated. A coagulant adding pipe 2 is inserted into the water inlet pipe 1; 4 baffle plates 6 which are staggered are arranged in the reaction tank 3, and the baffle plates 6 are staggered up and down so that water flow can flow up and down between the baffle plates 6; the reaction tank 3 and the sedimentation tank 4 are separated by a partition wall 7, a hole is formed in the partition wall 7, and water flow in the reaction tank 3 can flow into the sedimentation tank 4 from the hole; a sludge discharge pipe 8 is arranged at the bottom of the sedimentation tank 4, the sludge discharge pipe 8 is a steel pipe, holes are formed in the pipe wall, slurry at the bottom of the sedimentation tank 4 can enter the sludge discharge pipe 8 from the holes, one end of the sludge discharge pipe 8 extends out of the sedimentation tank 4, and a valve 9 is arranged at an outlet of the sludge discharge pipe; the water outlet pipe 5 is connected with the sedimentation tank 4 at a position close to the top of the tank.
The gas driving device comprises a gas driving pool 11, an aeration head 12, an air pipe 13 and a blower 14, wherein the gas driving pool 11 is a non-pressure water pool with a free water surface, one side of the gas driving pool is connected with a raw water pipe 10, and the other side of the gas driving pool is connected with a water inlet pipe 1; the aeration head 12 adopts a disc type microporous aeration head and is arranged at the bottom of the gas driving pool 11, and the aeration head 12 can release bubbles into water; the blower 14 adopts a Roots blower, the air pipe 13 adopts a galvanized steel pipe, and the blower 14, the air pipe 13 and the aeration head 12 are sequentially communicated and connected by threads.
The water treatment method using the apparatus of example 1 was as follows:
(1) water source water enters a gas driving device through a raw water pipe 10, super-saturated gas is driven out and then enters a reaction tank 3 through a water inlet pipe 1, a coagulant is added into the water inlet pipe 1 through a coagulant adding pipe 2, the coagulant is polyaluminium chloride, the coagulant and impurities in water are coagulated into floc particles in the reaction tank 3, water flow enters a sedimentation tank 4 through a partition wall 7, the floc particles are precipitated to the bottom of the sedimentation tank 4 and then are discharged out of the tank through a sludge discharge pipe 8, and clear water flows out of the tank through a water outlet pipe 5;
(2) the method for driving the supersaturated gas by the gas driving device is that the blower 14 is started, the compressed air releases bubbles in the water to the gas driving pool 11 through the air pipe 13 and the aeration head 12, according to the similar compatibility principle, the supersaturated gas in the water and the bubbles released by the aeration head 12 are fused into bigger bubbles, the bubbles have fast rising speed, the bubbles rise and escape to the atmosphere, so that the concentration of the dissolved gas in the water is reduced, and the air quantity required to be introduced into the gas driving pool 11 is calculated by the following formula:
Qv= QL×(C-1.3C*)×0.5;
in the formula, Qv-the amount of air to be introduced, m3/h;
QLTreatment of the water flow rate, m3/h;
C — saturated dissolved gas concentration, mg/L;
c is the actual gas concentration in water, mg/L.
Embodiment 2, as shown in fig. 2, a coagulating sedimentation water treatment device for driving supersaturated gas comprises a raw water pipe 10, a gas driving device, a water inlet pipe 1, a coagulant adding pipe 2, a reaction tank 3, a sedimentation tank 4 and a water outlet pipe 5, which are connected and communicated in series in sequence. The gas driving device comprises a gas driving pool 11 and at least 1 drop baffle 15, wherein the drop baffle 15 is vertically arranged in the gas driving pool 11, the root part of the drop baffle 15 is fixedly sealed with the bottom plate of the gas driving pool 11, and the top part of the drop baffle 15 is lower than the top of the gas driving pool 11; the raw water pipe 10 and the water inlet pipe 1 are respectively positioned at two sides of the water drop baffle 15 and communicated with the gas driving pool 11, and the water inlet pipe 1 is close to the pool bottom of the gas driving pool 11; when drop baffle 15 exceeded 1, parallel arrangement each other, the root all with gaseous pond 11 bottom plate fixed seal that drives, the top highly reduces from former water pipe 10 one side to inlet tube 1 one side in proper order.
The water treatment method using the apparatus of example 2 was as follows:
(1) water source water enters a gas driving device through a raw water pipe 10, super-saturated gas is driven out and then enters a reaction tank 3 through a water inlet pipe 1, a coagulant is added into the water inlet pipe 1 through a coagulant adding pipe 2, the coagulant is polyaluminium chloride, the coagulant and impurities in water are coagulated into floc particles in the reaction tank 3, water flow enters a sedimentation tank 4 through a partition wall 7, the floc particles are precipitated to the bottom of the sedimentation tank 4 and then are discharged out of the tank through a sludge discharge pipe 8, and clear water flows out of the tank through a water outlet pipe 5;
(2) the method for driving the supersaturated gas by the gas driving device is that the water flow entering the gas driving pool 11 from the raw water pipe 10 turns over the top end of the water dropping baffle 15 and falls to one side of the water inlet pipe 1 in the pool, and the supersaturated gas in the water overflows to the atmosphere in the water flow falling process.
Embodiment 3, as shown in fig. 3, a coagulating sedimentation water treatment device for driving supersaturated gas comprises a raw water pipe 10, a gas driving device, a water inlet pipe 1, a coagulant adding pipe 2, a reaction tank 3, a sedimentation tank 4 and a water outlet pipe 5, which are connected and communicated in series in sequence. The gas driving device comprises a gas driving pool 11, a stirring paddle 16 and a stirring machine 17, wherein the stirring paddle 16 is arranged in the gas driving pool 11, the stirring machine 17 is arranged outside the gas driving pool 11 and is fixed on the pool wall, the stirring machine 17 is driven by a motor, and the stirring machine 17 can drive the stirring paddle 16 to rotate.
The water treatment method using the apparatus of example 3 was as follows:
(1) water source water enters a gas driving device through a raw water pipe 10, super-saturated gas is driven out and then enters a reaction tank 3 through a water inlet pipe 2, a coagulant is added into a water inlet pipe 1 through a coagulant adding pipe 2, the coagulant is polyaluminium chloride, the coagulant and impurities in water are coagulated into floc particles in the reaction tank 3, water flow enters a sedimentation tank 4 through a partition wall 7, the floc particles are precipitated to the bottom of the sedimentation tank 4 and then are discharged out of the tank through a sludge discharge pipe 8, and clear water flows out of the tank through a water outlet pipe 5;
(2) the method for driving the supersaturated gas by the gas driving device is that the supersaturated gas enters the gas driving pool 11 from the raw water pipe 10, the stirring machine 17 is started to drive the stirring paddle 16 to rotate, and the supersaturated gas in the water overflows into the atmosphere under the stirring of the stirring paddle 16.

Claims (3)

1. A coagulating sedimentation water treatment device for driving over-saturated gas comprises a water inlet pipe (1), a coagulant adding pipe (2), a reaction tank (3), a sedimentation tank (4) and a water outlet pipe (5); the method is characterized in that: a gas driving device is connected to one side of the reaction tank (3), a raw water pipe (10) is connected to one side of the gas driving device, and the raw water pipe (10), the gas driving device, the water inlet pipe (1), the reaction tank (3), the sedimentation tank (4) and the water outlet pipe (5) are sequentially connected in series and communicated; the coagulant adding pipe (2) is connected and is set up on inlet tube (1), be equipped with baffle (6) of crisscross placing in reaction tank (3), rivers reciprocating flow between baffle (6), be equipped with between reaction tank (3) and sedimentation tank (4) partition wall (7), the hole has been seted up on partition wall (7), rivers in reaction tank (3) flow into sedimentation tank (4) from the hole, sedimentation tank (4) bottom is equipped with mud pipe (8), and the pipe wall is seted up there is the punchhole, and the mud of sedimentation tank (4) bottom can follow the punchhole and get into in mud pipe (8), and outside mud pipe (8) one end stretched out sedimentation tank (4), valve (9) were installed in the export, outlet pipe (5) are being close the tank top position and are linked to each other with sedimentation tank (4).
2. The coagulating sedimentation water treatment device for driving over-saturated gas according to claim 1, wherein: at least 2 baffle plates (6) which are staggered up and down are arranged in the reaction tank (3), and water flows between the baffle plates (6) in a reciprocating manner.
3. The coagulating sedimentation water treatment device for driving supersaturated gas according to claim 1, wherein the gas driving device is composed of a gas driving pool (11), an aeration head (12), an air pipe (13) and a blower (14), the gas driving pool (11) is a non-pressure water pool with free water surface, one side is connected with a raw water pipe (10), the other side is connected with a water inlet pipe (1), the blower (14), the air pipe (13) and the aeration head (12) are connected and communicated in sequence, the aeration head (12) is arranged at the bottom of the gas driving pool (11), and the aeration head (12) releases air bubbles into water.
CN202022395412.3U 2020-10-23 2020-10-23 Coagulating sedimentation water treatment device for driving over-saturated gas Active CN213569895U (en)

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CN202022395412.3U CN213569895U (en) 2020-10-23 2020-10-23 Coagulating sedimentation water treatment device for driving over-saturated gas

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022395412.3U CN213569895U (en) 2020-10-23 2020-10-23 Coagulating sedimentation water treatment device for driving over-saturated gas

Publications (1)

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CN213569895U true CN213569895U (en) 2021-06-29

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