CN202379844U - High-efficiency denitriding and dephosphorizing underground infiltration sewage treatment device - Google Patents

High-efficiency denitriding and dephosphorizing underground infiltration sewage treatment device Download PDF

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CN202379844U
CN202379844U CN2011204416840U CN201120441684U CN202379844U CN 202379844 U CN202379844 U CN 202379844U CN 2011204416840 U CN2011204416840 U CN 2011204416840U CN 201120441684 U CN201120441684 U CN 201120441684U CN 202379844 U CN202379844 U CN 202379844U
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aproll
strata
pipe
floor
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杨永强
陈繁荣
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Guangzhou Institute of Geochemistry of CAS
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Guangzhou Institute of Geochemistry of CAS
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Abstract

The utility model relates to a high-efficiency denitriding and dephosphorizing underground infiltration sewage treatment device, which comprises a lower infiltration area and an upper infiltration area, wherein the lower infiltration area comprises a coverage layer, an upper apron layer, an upper fine filtering layer, an upper refined filtering layer, an apron-ventilating layer, a middle fine filtering layer, a middle refined filtering layer, a lower apron layer, a lower coarse filtering layer and a diversion layer sequentially from top to bottom; the upper infiltration area comprises the diversion layer, a dephosphorizing layer and a vegetation layer sequentially from bottom to top; and the lower infiltration area is communicated with the upper infiltration area by the diversion layer at the bottom. The high-efficiency denitriding and dephosphorizing underground infiltration sewage treatment device has the advantages of simple structure, low construction cost and running cost and good sewage treatment effect, is not needed to be maintained specially, and is suitable for the treatment of domestic sewage.

Description

A kind of high-efficient denitrification and dephosphorization subsurface infiltration waste disposal plant
Technical field
The utility model relates to a kind of high-efficient denitrification and dephosphorization subsurface infiltration waste disposal plant, through building the difference in functionality district pollutent in the sewage is removed respectively at different function units, belongs to environmental technology field.
Background technology
Along with China's economy rapid growth, the level of urbanization improves constantly, and water pollution problems is on the rise.Hydraulic department shows that to the WQM result that nearly 700 big-and-middle rivers, the whole nation carry out 50% section is polluted, and 10% section is by severe contamination.Main lake environment situation also allows of no optimist, and nitrogen, phosphorus heavy contamination cause eutrophication problem outstanding.According to statistics, the financial loss that China causes because of water resources is under-supply every year is up to tens billion of units, and has every year more than 360 hundred million tons of sewage to enter surface drainage system, stains the water source, further causes water quality property lack of water.Therefore, improve effluent-disposal standard and to implement sewage recycling be the inevitable approach that solves the current water resources shortage of China.
Energy consumptions such as biologic treating technique such as biological contact oxidation process, modified version activated sludge process (like SBR), anaerobic-anoxic-aerobic method are big, and working cost is high, and management maintenance is complicated, landscape effect is poor, is difficult to apply in the scattered settlement district.Ecological Disposal technology as traditional subsurface infiltration technology, modified form subsurface infiltration technology, artificial swamp technology etc. are because oxygen supply is not enough, and the sewage load is very low, therefore all exists floor space big, the problem that construction investment is also big, and part also receives the weather condition effect.Though existing biology+ecologic assemblage technology has reduced the ecological treatment system floor space, the working cost of biological processing unit is high, management maintenance is complicated.Publication number be the patent of invention of CN101318735A through the layering water distribution, strengthened the denitrifying capacity of system.But have following problem: (1) sewage is water distribution at filter layer upper surface top, distributes foul smell, and landscape effect is poor, grows mosquito easily and receives weather effect bigger; (2) its oxygen supply only depends on atmosphere to change and inhaled air to the vertical diffusion and the flooding velocity of filter layer, and oxygen supply intensity is low, and oxygen supply can not guarantee when pollutant load is big; (3) phosphor-removing effect has much room for improvement.Publication number is that filtrate neutralization that the patent of invention technology of CN1927733A and CN101302047B handle to reduce the content of particulate organic matter in the sewage through enhanced primary respectively and makes particulate organic matter fully be distributed to different-grain diameter makes pollutant load technique means such as adjusting voluntarily in subsurface wastewater infiltration system; And, the pollutant load of system and the stability of system have been increased substantially through the oxygen supply of blower fan increase to system.But also there is following defective in foregoing invention: (1) is stronger to pretreated dependency; (2) special anaerobic unit is not set, the denitrifying capacity of system a little less than, cause the clearance of TN (total nitrogen) lower; (3) the long-term removal effect of TP (total phosphorus) has much room for improvement.
In sum; Along with the raising of country to the sanitary sewage disposal standard; Existing sewage disposal technology can not satisfy China's demand; Therefore, good denitrogenation and dephosphorization effect, floor space is little, landscape effect good, construction and working cost the are low efficient sanitary sewage disposal technology of distributing are badly in need of by China is current.
The utility model content
To the technical problem that exists in the prior art, the purpose of the utility model is: provide a kind of simple in structure, construction cost is low, does not need special maintenance, and running cost is low, a kind of high-efficient denitrification and dephosphorization subsurface infiltration waste disposal plant of good sewage processing effect.
In order to achieve the above object, the utility model adopts following technical scheme:
Ooze Qu Heshang under a kind of high-efficient denitrification and dephosphorization subsurface infiltration waste disposal plant comprises and ooze the district; Wherein oozing the district down is from top to bottom successively: tectum, upper strata aproll layer, upper strata fine filtering layer, upper strata filter bed of essence, aproll-ventilating layer, middle level fine filtering layer, middle level filter bed of essence, lower floor's aproll layer, lower coarse filtering layer and water conservancy diversion layer; On ooze the district and be successively from lower to upper: water conservancy diversion layer, dephosphorization layer and vegetable layer; Ooze Qu Heshang down and ooze the water conservancy diversion layer connection of district in the bottom.
Bury the upper strata water spraying pipe underground in the aproll layer of upper strata, bury aproll-vent-pipe in aproll-ventilating layer underground, bury lower floor's water spraying pipe underground in lower floor's aproll layer; The both sides and the bottom of upper strata water spraying pipe, aproll-vent-pipe and lower floor's water spraying pipe have the apron hole that is evenly distributed.It is the pvc pipe of 5~16cm that upper strata, lower floor's water spraying pipe and aproll-vent-pipe all adopt caliber.
The upper strata water spraying pipe laterally arranges, and spacing is 1.5 to 2 meters; Aproll-vent-pipe laterally arranges, and spacing is 1.5 to 2 meters; Lower floor's water spraying pipe laterally arranges, and spacing is 0.75 to 1 meter; The upper strata water spraying pipe is in projection on the horizontal plane and the projection each interval of aproll-vent-pipe on horizontal plane, and upper strata water spraying pipe and aproll vent-pipe overlap with the lower floor projection of water spraying pipe on horizontal plane in the projection on the horizontal plane.
Be embedded with first rising pipe that is positioned at eminence and second rising pipe that is positioned at lower in the dephosphorization layer; Second rising pipe joins with the SV of its keying of control.
Tectum is original position soil layer, hardening of cement layer or floor tile layer; Upper strata aproll layer, aproll-ventilating layer and lower floor's aproll layer are for being the filling layer that 5~40 millimeters gravel is formed by particle diameter, and thickness is 10~20 centimetres; Upper strata fine filtering layer and middle level fine filtering layer are the filling layer of being made up of silica sand, and thickness is 15~20 centimetres; Upper strata filter bed of essence and middle level filter bed of essence are the filling layer, and thickness is 20~25 centimetres; The lower coarse filtering layer is for being the filling layer that 5~20 millimeters gravel is formed by particle diameter, and thickness is 40~60 centimetres; The water conservancy diversion layer is for being the filling layer that 20~40 millimeters gravel is formed by particle diameter, and thickness is 15 centimetres, and the bottom is provided with impervious barrier; The dephosphorization layer is the filling layer, and thickness is 55~75 centimetres; The vegetable layer that is used to plant hygrophyte is for loading layer, and thickness is 10 centimetres.
Upper strata water spraying pipe, aproll-vent-pipe and lower floor's water spraying pipe are joined through pipeline and the submersible sewage pump that places the equalizing tank bottom, and aproll-vent-pipe also joins through pipeline and blower fan.
Oozing the ratio that Qu Heshang oozes the floor space in district down is 5: 1; The height that oozes the district down is 1.8~2 meters, on ooze the district height be 0.8~1 meter.
The operational mode of the utility model is for through the intermittent water inlet of equalizing tank, water inlet in a day 6~8 times, and upper strata aproll layer, aproll-ventilating layer and lower floor's aproll layer are intake between 2.5~5cm for every layer in 3: 2: 2 ratio water distribution at every turn.Behind the water inlet end 40~80 minutes, on, after the filtrate of middle level fine filtering layer and filter bed of essence falls to doing; Aproll-vent-pipe is used as vent-pipe; Fresh air gets into uniformly behind aproll-ventilating layer respectively laterally via vent-pipe and in upper strata, lower floor's filtrate, migrates; The oxygen supply to filtrate is accomplished in air water spraying pipe and the lower floor's water spraying pipe discharge from the upper strata respectively that simultaneously oxygen level in the filtrate is reduced thus.The each air output of subsurface wastewater infiltration system calculates with formula 1, and fundamental principle is that the air content in the filtrate is roughly suitable between each air output and upper strata aproll layer and the lower floor's aproll layer.Wherein, m is a rice, and d is the sky.
Sewage promotes entering upper strata aproll layer and aproll-ventilating layer by submersible sewage pump after rough handling; The directly downward diafiltration under action of gravity of most of sewage is passed successively, middle level fine filtering layer and filter bed of essence; Sub-fraction sewage is diafiltration downwards gradually in the lateral migration in the aproll layer of upper strata, finally also gets into fine filtering layer and filter bed of essence successively.Wherein the particulate organic matter major part is by the interception of fine filtering layer, and few part gets into filter bed of essence and finally decomposes via bio-contact oxidation.Dissolved organic matter in the process of diafiltration downwards finally by the microbiological degradation utilization.Organonitrogen is converted into ammonia nitrogen via ammonification when diafiltration downwards, the inherent ammonia nitrogen is tackled by filtrate absorption in ammonia nitrogen that these are newly-generated and the raw waste water, and changes into nitre nitrogen and few part nitrite nitrogen through nitrification.When raw waste water arrives lower floor's aproll layer through fine filtering layer and filter bed of essence successively, fail to be adsorbed except the nitrogen that mainly exists with the nitre nitrogen form with after passing through long-play in the sewage with sedimentary phosphorus, other pollutent major part is removed.At this moment, the entering of diafiltration downwards aerobic-anaerobic alternate area after raw waste water gets into lower floor's aproll layer is rich in nitre nitrogen with diafiltration to this water and mixes via the lower floor water spraying pipe.Through the automatic height of this district's phreatic line of switching adjustment of control second water shoot of SV, thereby regulation and control this district is aerobic and anaerobic state and the ratio of the two time is remained on about 1: 10, is main with anaerobism promptly, and aerobic is auxilliary.The organism that is provided with like this in the raw waste water that can make new entering on the one hand mainly is used to anti-nitration reaction, rather than is decomposed by aerobic microbiological; Can make unemployed organism decomposition and inversion under aerobic condition on the other hand again, can not result in blockage because of accumulation.Sewage will get into complete zone of saturation after passing the aerobic-anaerobic alternate area, and this district provides excellent living environment, thereby guaranteed that anti-nitration reaction further carries out for anaerobism, the oxygen bacterium of holding concurrently.Sewage gets into the dephosphorization layer via oozing district's migration on the water conservancy diversion course afterwards, and this district is filled with the higher and cheap useless common brick fragment of iron content and the mixture of gravel, can further the phosphorus in the sewage be removed through absorption and precipitating action.Dephosphorization layer bottom is anaerobic zone, and top is the aerobic-anaerobic alternate area, and the root system of the hygrophyte of vegetable layer plantation simultaneously can be deep into anaerobic zone, near its root district, forms local oxygen enrichment zone, is beneficial to the growth metabolism of aerobic bacteria.Above combined factors is got up, and makes the dephosphorization layer play the part of the role of all contaminations in the further removal sewage, thereby has guaranteed that system's water outlet each item index can long-term stability reaches or is superior to GB18918-2002 one-level category-A emission standard.
The utility model compared with prior art; Have following advantage and beneficial effect: (1) the utility model is provided with down and oozes Qu Heshang and ooze the district; And, guaranteed system's phosphorus removal functional steady in a long-term through oozing the rich ferruginous filler of district's filling and plant hygrophyte last; (2) the utility model is united aproll in proportion through being provided with three layers; In the enhanced system total load, effectively reduce every layer pollutant load, thereby strengthened the anti-blocking ability of system; Simultaneously also for anti-nitration reaction provides carbon source, the denitrogenation ability that the system that guaranteed is good; (3) the utility model is controlled the switching of the water outlet that is positioned at lower position automatically through SV; Dynamically adjusted the height of phreatic line; Thereby built the aerobic-anaerobic alternate area, promptly guaranteed carrying out smoothly of anti-nitration reaction, can prevent that again organic accumulation from causing system jams.
System with 100 tons of day processing is an example, and adopting publication number is the Chinese utility model patent of CN101302047B, and the required land area of total system is about 260m 2Adopt the utility model, the required land area of total system is about 200m 2, it is about 20% significantly to reduce floor space, and simultaneously, the denitrogenation dephosphorizing effect of present technique is compared with it also has obvious lifting, has effectively improved the scope of application of the utility model technology.
Description of drawings
Fig. 1 is the process flow sheet of the utility model.
Fig. 2 is a kind of structural representation of high-efficient denitrification and dephosphorization subsurface infiltration waste disposal plant.
Wherein, 1 is grating tank, and 2 is the anaerobism settling tank, and 3 is equalizing tank, and 4 is high-efficient denitrification and dephosphorization subsurface infiltration waste disposal plant; 11 is tectum, and 12 is upper strata aproll layer, and 13 is the upper strata water spraying pipe, and 14 is upper strata fine filtering layer, and 15 is the upper strata filter bed of essence; 16 is aproll-ventilating layer, and 17 is aproll-vent-pipe, and 18 is middle level fine filtering layer, and 19 is the middle level filter bed of essence, and 20 is lower floor's aproll layer; 21 is lower floor's water spraying pipe, and 22 is the lower coarse filtering layer, and 23 is the water conservancy diversion layer, and 24 are the dephosphorization layer, and 25 is vegetable layer; 26 is first rising pipe, and 27 is second rising pipe, and 28 is SV, and 29 is Canna generalis Bailey.A oozes the district under being, B oozes the district on being, C is an aerobic zone, and D is the aerobic-anaerobic alternate area, and E is an anaerobic zone.
Embodiment
To combine accompanying drawing and embodiment to come the utility model is done further detailed explanation below.
Shown in Figure 1, after raw waste water (sewage) carries out pre-treatment through grating tank 1, anaerobism settling tank 2 and equalizing tank 3, can water spraying pipe, aproll-vent-pipe and lower floor's water spraying pipe entering subsurface infiltration waste disposal plant 4 carry out WWT from the upper strata.Grating tank 1 is used for removing rubbish foreign material such as the leaf, plastics bag of raw waste water.Anaerobism settling tank 2 is used for oil removal and removes suspended particulate.Equalizing tank 3 is used for raw waste water is shunted in proportion and discharged at regular time and quantity.
A kind of high-efficient denitrification and dephosphorization subsurface infiltration waste disposal plant shown in Figure 2, ooze under comprising the district A and on ooze the district B.Wherein oozing district A down is made up of tectum 11, upper strata aproll layer 12, upper strata fine filtering layer 14, upper strata filter bed of essence 15, aproll-ventilating layer 16, middle level fine filtering layer 18, middle level filter bed of essence 19, lower floor's aproll layer 20, lower coarse filtering layer 22 and water conservancy diversion layer 23 from top to bottom; On ooze the district B form by water conservancy diversion layer 23, dephosphorization layer 24 and vegetable layer 25 from bottom to top.Under ooze the district A and on ooze the district B communicate through bottom water conservancy diversion layer 23.Ooze down the district A the total fill able height between 1.8~2.0m, on ooze the district B the total fill able height be 0.8~1m.
Tectum 11 can be that greenery patches, vegetable plot perhaps are planned to recreation and body-building places such as little garden; Upper strata aproll layer 12, aproll-ventilating layer 16 and lower floor's aproll layer 20 are the gravel composition of 5~40mm by particle diameter, and filling thickness is that 10~20cm does not wait; Upper strata fine filtering layer 14 is formed by silica sand with middle level fine filtering layer 18, and its saturated coefficient of permeability is about 1~10cm/min, and filling thickness is 15~20cm; Upper strata filter bed of essence 15 is mixed and made into by silica sand, original position soil and zeolite with middle level filter bed of essence 19, and its saturated coefficient of permeability is about 10 -2~10 -1Cm/s, filling thickness is that 20-25cm does not wait; Lower coarse filtering layer 22 is that the gravel of 5~20mm is formed by particle diameter, and filling thickness is 40~60cm; Water conservancy diversion layer 23 is that the gravel of 20~40mm is formed by particle diameter, and filling thickness is 15cm, and its bottom is done antiseepage and handled; Dephosphorization layer 24 is mixed by common brick fragment and gravel and forms, and particle diameter is 5~20mm, and filling thickness is 55~75cm; Vegetable layer 25 is mixed and made into by silica sand and original position soil, and thickness is 10cm, plantation Canna generalis Bailey 29 or other hygrophyte on it, and planting density is 6~8 strains/m 2Upper strata aproll layer 12, aproll-ventilating layer 16 and lower floor's aproll layer 20 all are embedded with the pvc pipe net; The both sides and the bottom of upper strata water spraying pipe 13, aproll-vent-pipe 17 and lower floor's water spraying pipe 21 have the apron hole that is evenly distributed, caliber according to day the amount of disposing of sewage size be respectively 50~160mm and do not wait; The parallel distance of upper strata water spraying pipe 13 and aproll-vent-pipe 17 is 1.5~2m, and the parallel distance of lower floor's water spraying pipe 21 is 0.75~1m, and its projection on horizontal plane overlaps with the projection of upper strata water spraying pipe 13 and aproll-vent-pipe 17 respectively; The middle and upper part of dephosphorization layer 24 is buried first rising pipe 26 and second rising pipe 27 respectively underground; First rising pipe 26 is positioned at the top of dephosphorization layer 24; The low 15cm of second rising pipe, 27 to the first rising pipes 26, and in connect SV 28 controls it open and close, regulate the height of phreatic line thus.
Operational mode is intermittent water inlet, water inlet in a day 6~8 times, and upper strata aproll layer 12, aproll-ventilating layer 16 and lower floor's aproll layer 20 were by 3: 2: 2 ratio water distribution, and every layer of each water inlet is highly between 2.5~5cm.After the filtrate of 40~80 minutes, upper strata fine filtering layer, upper strata filter bed of essence, middle level fine filtering layer behind the water inlet end and middle level filter bed of essence falls to doing; Aproll-vent-pipe 17 is used as vent-pipe; Fresh air gets into uniformly behind aproll-ventilating layer 16 respectively laterally via vent-pipe and in upper strata, lower floor's filtrate, migrates; The oxygen supply to filtrate is accomplished in air water spraying pipe 13 and 21 discharges of lower floor's water spraying pipe from the upper strata respectively that simultaneously oxygen level in the filtrate reduced thus.
Sewage gets into upper strata aproll layer 12 and aproll-ventilating layer 16 uniformly via upper strata water spraying pipe 13 and aproll-vent-pipe 17; Diafiltration is downwards passed upper strata fine filtering layer 14 and middle level fine filtering layer 18 and upper strata filter bed of essence 15 successively and is arrived lower floor's aproll layers 20 with middle level filter bed of essence 19 respectively then, mixes also diafiltration downwards with the raw waste water that gets into these layers via lower floor's water spraying pipe 21 here and passes lower coarse filtering layer 22 and water conservancy diversion layer 23 successively.Raw waste water gets at water conservancy diversion layer 23 and oozes district B, and upwards dephosphorization layer 24 is passed in diafiltration, and finally discharges from first rising pipe 26 and second rising pipe 27 respectively.
The keying of control SV 28, regulate ooze down district A and on ooze the liquid level between first rising pipe 26 and second rising pipe 27 in the district B, in the variation range of liquid level, form aerobic-anaerobic alternate area D.Form above the D of aerobic-anaerobic alternate area aerobic zone C with below form anaerobic zone E.
Shown in Figure 1, after raw waste water (sewage) carries out pre-treatment through grating tank 1, anaerobism settling tank 2 and equalizing tank 3, can water spraying pipe, aproll-vent-pipe and lower floor's water spraying pipe entering subsurface infiltration waste disposal plant 4 carry out WWT from the upper strata.Grating tank 1 is used for removing rubbish foreign material such as the leaf, plastics bag of raw waste water.Anaerobism settling tank 2 is used for oil removal and removes suspended particulate.Equalizing tank 3 is used for raw waste water is shunted in proportion and discharged at regular time and quantity.
The notable feature of a kind of high-efficient denitrification and dephosphorization subsurface infiltration waste disposal plant of the utility model is: (1) under ooze district A with on ooze district B and be provided with the difference in functionality district respectively and remove target contaminant; (2) adopt upper strata aproll layer 12, aproll-ventilating layer 16 and 20 3 layers of associating of lower floor's aproll layer aproll, wherein, the projection of lower floor's water spraying pipe 21 on horizontal plane overlaps with the projection of upper strata water spraying pipe 13 and aproll-vent-pipe 17 respectively; (3) open and close controlling first rising pipe 26 through SV 28 and the phreatic line between second rising pipe 27 height; (4) upper strata water spraying pipe 13 has aproll air draft dual-use function concurrently with lower floor's water spraying pipe 21, and aproll-vent-pipe 17 has aproll and ventilation dual-use function concurrently.
Adopt the utility model technology to build up a cover high-efficient denitrification and dephosphorization sanitary sewage disposal pilot system in Guangzhou Geochemistry Inst., Chinese Academy of Sciences.Under ooze district floor space 1m 2, on ooze district floor space 0.2m 2, system's hydraulic load is 70cm/d, intakes every day 6 times.Test sewage is Guangzhou geochemical investigation institute community life sewage; Through the repeated detection analysis; The concentration range of water inlet COD, ammonia nitrogen, total nitrogen and total phosphorus is respectively 117~151mg/L, 24.2~35.6mg/L, 30.4~38.6mg/L and 4.37~4.96mg/L; The concentration range of handling COD, ammonia nitrogen, total nitrogen and total phosphorus in the water outlet of back is respectively 7.6~10mg/L, 2.1~6.2mg/L, 10.4~13.8mg/L and 0.06~0.09mg/L, and treat effluent satisfies one-level category-A emission standard in the national urban wastewater treatment firm pollutant emission standard (GB18918-2002).The utility model is particularly useful for the live scattered processing of geographic sewage of urban cells, samll cities and towns and Rural areas five equilibrium; Construction cost is low, daily to need not special maintenance, running cost is low; The ton cost of sewage disposal is lower than 0.12 yuan, satisfies city miscellaneous water water quality standard after the treated sewage chlorination fully.

Claims (7)

1. a high-efficient denitrification and dephosphorization subsurface infiltration waste disposal plant is characterized in that: ooze Qu Heshang under comprising and ooze the district; Wherein oozing the district down is from top to bottom successively: tectum, upper strata aproll layer, upper strata fine filtering layer, upper strata filter bed of essence, aproll-ventilating layer, middle level fine filtering layer, middle level filter bed of essence, lower floor's aproll layer, lower coarse filtering layer and water conservancy diversion layer; On ooze the district and be successively from lower to upper: water conservancy diversion layer, dephosphorization layer and vegetable layer; Ooze Qu Heshang down and ooze the water conservancy diversion layer connection of district in the bottom.
2. according to the described a kind of high-efficient denitrification and dephosphorization subsurface infiltration waste disposal plant of claim 1, it is characterized in that: bury the upper strata water spraying pipe underground in the aproll layer of said upper strata, bury aproll-vent-pipe in aproll-ventilating layer underground, bury lower floor's water spraying pipe underground in lower floor's aproll layer; The both sides and the bottom of upper strata water spraying pipe, aproll-vent-pipe and lower floor's water spraying pipe have the apron hole that is evenly distributed.
3. according to the described a kind of high-efficient denitrification and dephosphorization subsurface infiltration waste disposal plant of claim 2, it is characterized in that: said upper strata water spraying pipe laterally arranges, and spacing is 1.5 to 2 meters; Aproll-vent-pipe laterally arranges, and spacing is 1.5 to 2 meters; Lower floor's water spraying pipe laterally arranges, and spacing is 0.75 to 1 meter; The upper strata water spraying pipe is in projection on the horizontal plane and the projection each interval of aproll-vent-pipe on horizontal plane, and upper strata water spraying pipe and aproll vent-pipe overlap with the lower floor projection of water spraying pipe on horizontal plane in the projection on the horizontal plane.
4. according to the described a kind of high-efficient denitrification and dephosphorization subsurface infiltration waste disposal plant of claim 1, it is characterized in that: be embedded with first rising pipe that is positioned at eminence and second rising pipe that is positioned at lower in the said dephosphorization layer; Second rising pipe joins with the SV of its keying of control.
5. according to the described a kind of high-efficient denitrification and dephosphorization subsurface infiltration waste disposal plant of claim 1, it is characterized in that: said tectum is original position soil layer, hardening of cement layer or floor tile layer; Said upper strata aproll layer, aproll-ventilating layer and lower floor's aproll layer are for being the filling layer that 5~40 millimeters gravel is formed by particle diameter, and thickness is 10~20 centimetres; Said upper strata fine filtering layer and middle level fine filtering layer are the filling layer of being made up of silica sand, and thickness is 15~20 centimetres; Said upper strata filter bed of essence and middle level filter bed of essence are the filling layer, and thickness is 20~25 centimetres; Said lower coarse filtering layer is for being the filling layer that 5~20 millimeters gravel is formed by particle diameter, and thickness is 40~60 centimetres; Said water conservancy diversion layer is for being the filling layer that 20~40 millimeters gravel is formed by particle diameter, and thickness is 15 centimetres, and the bottom is provided with impervious barrier; Said dephosphorization layer is the filling layer, and thickness is 55~75 centimetres; The said vegetable layer that is used to plant hygrophyte is for loading layer, and thickness is 10 centimetres.
6. according to the described a kind of high-efficient denitrification and dephosphorization subsurface infiltration waste disposal plant of claim 2; It is characterized in that: said upper strata water spraying pipe, aproll-vent-pipe and lower floor's water spraying pipe are joined through pipeline and the submersible sewage pump that places the equalizing tank bottom, and aproll-vent-pipe also joins through pipeline and blower fan.
7. according to each described a kind of high-efficient denitrification and dephosphorization subsurface infiltration waste disposal plant in the claim 1 to 6, it is characterized in that: said to ooze down the ratio that Qu Heshang oozes the floor space in district be 5:1; The height that oozes the district down is 1.8~2 meters, on ooze the district height be 0.8~1 meter.
CN2011204416840U 2011-11-09 2011-11-09 High-efficiency denitriding and dephosphorizing underground infiltration sewage treatment device Expired - Fee Related CN202379844U (en)

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Cited By (5)

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CN102432105A (en) * 2011-11-09 2012-05-02 中国科学院广州地球化学研究所 Method and device for efficiently denitriding and dephosphorizing underground percolation sewage
CN103657174A (en) * 2012-09-07 2014-03-26 中国石油化工股份有限公司 Percolation pool for drying water-containing solid waste
CN103787496A (en) * 2012-10-30 2014-05-14 同济大学 Artificial wetland system and application thereof
CN110282836A (en) * 2019-07-30 2019-09-27 安徽凯民电力技术有限公司 A kind of high load capacity subsurface wastewater infiltration system filter sewage processing complex technique
CN112408705A (en) * 2020-11-12 2021-02-26 江西挺进环保科技有限公司 Domestic sewage treatment system with tidal flow percolation system and treatment process

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CN102432105A (en) * 2011-11-09 2012-05-02 中国科学院广州地球化学研究所 Method and device for efficiently denitriding and dephosphorizing underground percolation sewage
CN103657174A (en) * 2012-09-07 2014-03-26 中国石油化工股份有限公司 Percolation pool for drying water-containing solid waste
CN103657174B (en) * 2012-09-07 2016-03-30 中国石油化工股份有限公司 A kind of continuous filter for the moisture solid waste of mummification
CN103787496A (en) * 2012-10-30 2014-05-14 同济大学 Artificial wetland system and application thereof
CN103787496B (en) * 2012-10-30 2015-04-15 同济大学 Artificial wetland system and application thereof
CN110282836A (en) * 2019-07-30 2019-09-27 安徽凯民电力技术有限公司 A kind of high load capacity subsurface wastewater infiltration system filter sewage processing complex technique
CN112408705A (en) * 2020-11-12 2021-02-26 江西挺进环保科技有限公司 Domestic sewage treatment system with tidal flow percolation system and treatment process

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