CN104909460B - Porosity denitrogenation dephosphorizing filler for artificial swamp and preparation method thereof - Google Patents
Porosity denitrogenation dephosphorizing filler for artificial swamp and preparation method thereof Download PDFInfo
- Publication number
- CN104909460B CN104909460B CN201510253822.5A CN201510253822A CN104909460B CN 104909460 B CN104909460 B CN 104909460B CN 201510253822 A CN201510253822 A CN 201510253822A CN 104909460 B CN104909460 B CN 104909460B
- Authority
- CN
- China
- Prior art keywords
- filler
- pouring
- porous
- mixer
- denitrification
- 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
Landscapes
- Water Treatment By Sorption (AREA)
- Biological Treatment Of Waste Water (AREA)
- Treating Waste Gases (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
本发明公开了一种用于人工湿地的孔隙性脱氮除磷填料的制备方法,包括如下步骤:将砂、云南红土、水泥、生石灰、石膏、水按重量配方比例计量后搅拌均匀制成混合料浆,放入浇注搅拌机内;将铝粉按计量制成悬浮液,在浇注前放入浇注搅拌机内;浇注搅拌机放料浇注入模具,制得坯体;浇注成的坯体在50~70℃条件下进行发气初凝,时间为1.5~2h,得粗制填料;所述粗制填料静停初养达到切割强度后,进行切割;将切割好的粗制填料进行蒸压养护,即得。本发明制得的填料用于污水处理,容重轻、化学性质稳定、易挂膜、孔隙率大、机械强度高,具有优秀的除磷性能和较好的去除氨氮效果。
The invention discloses a preparation method of a porous filler for denitrification and dephosphorization used in artificial wetlands, which comprises the following steps: measuring sand, Yunnan red soil, cement, quicklime, gypsum, and water according to the weight formula ratio, and then stirring evenly to form a mixture The slurry is put into the pouring mixer; the aluminum powder is made into a suspension according to the measurement, and put into the pouring mixer before pouring; the pouring mixer discharges the material and pours it into the mold to obtain a green body; Under the condition of ℃, carry out gas generation and initial setting for 1.5-2 hours to obtain rough filler; after the rough filler is statically stopped for initial curing and reaches the cutting strength, it is then cut; the cut rough filler is autoclaved and cured, that is have to. The filler prepared by the invention is used for sewage treatment, has light bulk density, stable chemical properties, easy film formation, large porosity, high mechanical strength, excellent phosphorus removal performance and good ammonia nitrogen removal effect.
Description
技术领域technical field
本发明属于环保技术领域,具体涉及一种用于人工湿地的孔隙性脱氮除磷填料的制备方法。The invention belongs to the technical field of environmental protection, and in particular relates to a preparation method of a porous filler for denitrification and dephosphorization used in artificial wetlands.
背景技术Background technique
人工湿地净化污水主要有三大要素:填料基质、植物和微生物,其中填料是污水处理的主要场所,通过拦截、过滤、吸附、沉淀等作用直接去除污染物。There are three main elements in constructed wetland sewage purification: filler matrix, plants and microorganisms. Among them, filler is the main place for sewage treatment, and pollutants are directly removed through interception, filtration, adsorption, precipitation and other functions.
目前广泛使用的填料中,无论是传统天然填料(砾石、沸石、石灰石等)还是工业副产品(灰渣、高炉渣、钢渣等),存在着比表面积不高、孔隙率较小、脱氮除磷效果较差等问题。云南红土为云南地区分布最广泛的土壤类型,独特的云南山地风化条件使云南红土中的Fe2O3和TiO2含量远高于其他地区红土,云南红土具有很高的污染去除潜力,但直接将红土作为水处理基质存在水力负荷小、易堵塞等问题。Among the fillers widely used at present, whether they are traditional natural fillers (gravel, zeolite, limestone, etc.) Poor effect and other issues. Yunnan red soil is the most widely distributed soil type in Yunnan. The unique weathering conditions in the mountains of Yunnan make the content of Fe 2 O 3 and TiO 2 in Yunnan red soil much higher than that in other regions. Yunnan red soil has a high potential for pollution removal, but the direct The use of laterite as a water treatment substrate has problems such as low hydraulic load and easy clogging.
发明内容Contents of the invention
本发明的目的在于针对现有技术存在的上述不足,提供一种用于人工湿地的孔隙性脱氮除磷填料的制备方法。本发明中涉及的填料为人造产品,通过特殊的制造方法,形成一种轻质、强度高、性质稳定、孔隙率大、脱氮除磷效果好,且适用于各种规模人工湿地和生态处理工程的水处理填料。The object of the present invention is to provide a method for preparing a porous filler for nitrogen and phosphorus removal for constructed wetlands in view of the above-mentioned deficiencies in the prior art. The filler involved in the present invention is a man-made product. Through a special manufacturing method, it forms a kind of light weight, high strength, stable properties, large porosity, good nitrogen and phosphorus removal effects, and is suitable for various scales of artificial wetlands and ecological treatment. Engineered water treatment fill.
本发明的目的是通过以下技术方案实现的:The purpose of the present invention is achieved through the following technical solutions:
本发明涉及一种用于人工湿地的孔隙性脱氮除磷填料的制备方法,所述方法包括如下步骤:The invention relates to a method for preparing a porous filler for denitrification and dephosphorization used in constructed wetlands. The method comprises the following steps:
A、将砂、云南红土、水泥、生石灰、石膏、水按重量配方比例计量后搅拌均匀制成混合料浆,放入浇注搅拌机内;A. Measure sand, Yunnan laterite, cement, quicklime, gypsum, and water according to the weight formula ratio and stir evenly to make a mixed slurry, and put it into a pouring mixer;
B、将铝粉按计量制成质量浓度5~7%的悬浮液,在浇注前放入浇注搅拌机内;B. Make the aluminum powder into a suspension with a mass concentration of 5-7% according to the measurement, and put it into the pouring mixer before pouring;
C、浇注搅拌机放料浇注入模具,制得坯体;C. The pouring mixer discharges the material and pours it into the mould, so as to obtain the green body;
D、步骤C浇注成的坯体在50~70℃条件下进行发气初凝,时间为1.5~2h,得粗制填料;D. The green body cast in step C is subjected to gas generation and initial setting at 50-70°C for 1.5-2 hours to obtain coarse filler;
E、所述粗制填料静停初养达到切割强度后,进行切割;将切割好的粗制填料进行蒸压养护,即得所述孔隙性脱氮除磷填料。E. After the rough filler is statically stopped and initially cured to reach the cutting strength, it is cut; the cut rough filler is autoclaved and cured to obtain the porous filler for denitrification and phosphorus removal.
在本发明中,云南红土含Fe、Al活性氧化物较高,除磷性能明显优于东南地区的砖红壤、赤红壤。若换为其他红土,则除磷效果将下降。In the present invention, the Yunnan red soil contains higher Fe and Al active oxides, and its phosphorus removal performance is obviously better than that of the brick red soil and red red soil in the southeast region. If it is replaced with other laterite, the phosphorus removal effect will decrease.
在本发明中,经过步骤D的1.5~2h的发气,产泡基本完成,后续的蒸汽加压养护进一步实现对填料快速养护成型。In the present invention, after 1.5-2 hours of gas generation in step D, foam generation is basically completed, and the subsequent steam pressure curing further realizes rapid curing and molding of the filler.
作为优选技术方案,按占原料总重的质量百分比计,砂20~25%,云南红土15~20%,水泥5~7%,生石灰9~12%,石膏1.6~2%,铝粉0.05~0.07%,水38~43%。As a preferred technical solution, according to the mass percentage of the total weight of raw materials, sand is 20-25%, Yunnan red soil is 15-20%, cement is 5-7%, quicklime is 9-12%, gypsum is 1.6-2%, and aluminum powder is 0.05-2%. 0.07%, water 38-43%.
作为优选技术方案,步骤B中,所述悬浮液在浇注前1~2min放入浇注搅拌机内。As a preferred technical solution, in step B, the suspension is put into a pouring mixer 1 to 2 minutes before pouring.
作为优选技术方案,步骤C中,浇注搅拌机放料浇注入模具前,应控制料浆在浇注前温度为35~38℃。As an optimal technical solution, in step C, before the pouring mixer discharges the material and pours it into the mould, the temperature of the slurry before pouring should be controlled to be 35-38°C.
作为优选技术方案,通过蒸汽加热控制料浆在浇注前的温度。As a preferred technical solution, the temperature of the slurry before pouring is controlled by steam heating.
作为优选技术方案,所述蒸压养护为恒压蒸养6~10h,采用的蒸汽压力为1.0~1.5MPa,蒸养温度为180~200℃。As a preferred technical solution, the autoclaving curing is constant pressure steaming for 6-10 hours, the steam pressure used is 1.0-1.5 MPa, and the steaming temperature is 180-200°C.
与现有技术相比,本发明具有如下有益效果:Compared with the prior art, the present invention has the following beneficial effects:
1、填料生产方便,可充分利用目前普及的加气混凝土砌块砖生产设备,机械化程度高,周期短,生产成本低。1. The production of filler is convenient, and the currently popular aerated concrete block brick production equipment can be fully utilized. The degree of mechanization is high, the cycle is short, and the production cost is low.
2、由于填料含有大量均匀而细小的气孔,大大增加了填料的比表面积,可将污染物有效吸附、过滤和截留;2. Since the filler contains a large number of uniform and fine pores, the specific surface area of the filler is greatly increased, and the pollutants can be effectively adsorbed, filtered and retained;
3、填料堆积空隙率大,可达50%左右,同时为微生物生长提供了较好的生长环境,利于微生物降解COD、氨氮等污染物;3. The filling void ratio is large, up to about 50%, and at the same time, it provides a good growth environment for the growth of microorganisms, which is conducive to the degradation of pollutants such as COD and ammonia nitrogen by microorganisms;
4、填料比重较小,重量轻,实际应用时人工使用成本较低。4. The specific gravity of the filler is small, the weight is light, and the labor cost is low in practical application.
5、充分发挥了云南红土本身的除磷特性,具有优秀的除磷性能,远超过传统填料。5. Give full play to the phosphorus removal characteristics of Yunnan red soil itself, and have excellent phosphorus removal performance, far exceeding traditional fillers.
6、机械强度较高,抗挤压,长期浸泡不易破碎,可保证污水处理系统的长效运行。6. It has high mechanical strength, anti-extrusion, and is not easy to break after long-term immersion, which can ensure the long-term operation of the sewage treatment system.
附图说明Description of drawings
通过阅读参照以下附图对非限制性实施例所作的详细描述,本发明的其它特征、目的和优点将会变得更明显:Other characteristics, objects and advantages of the present invention will become more apparent by reading the detailed description of non-limiting embodiments made with reference to the following drawings:
图1为膜生物反应器尾水深处处理工程平面布置示意图;Figure 1 is a schematic diagram of the plane layout of the tail water deep treatment project of the membrane bioreactor;
其中,1为大丽路,2为好氧塘,3为表面流人工湿地,4为水平潜流湿地,5为出水塘。Among them, 1 is Dali Road, 2 is an aerobic pond, 3 is a surface flow constructed wetland, 4 is a horizontal subsurface flow wetland, and 5 is an outlet pond.
具体实施方式detailed description
下面结合具体实施例对本发明进行详细说明。以下实施例将有助于本领域的技术人员进一步理解本发明,但不以任何形式限制本发明。应当指出的是,对本领域的普通技术人员来说,在不脱离本发明构思的前提下,还可以做出若干调整和改进。这些都属于本发明的保护范围。The present invention will be described in detail below in conjunction with specific embodiments. The following examples will help those skilled in the art to further understand the present invention, but do not limit the present invention in any form. It should be noted that those skilled in the art can make some adjustments and improvements without departing from the concept of the present invention. These all belong to the protection scope of the present invention.
实施例1Example 1
本实施例涉及一种用于人工湿地的孔隙性脱氮除磷填料,是采用砂、云南红土、水泥、生石灰、石膏、铝粉、水等为主要原料,利用蒸汽加压产泡的方法对云南红土进行固定化处理,制成孔隙性材料。This example relates to a porous nitrogen and phosphorus removal filler used in constructed wetlands, which uses sand, Yunnan red soil, cement, quicklime, gypsum, aluminum powder, water, etc. as the main raw materials, and uses steam pressurization to produce foam Yunnan red soil is immobilized to make porous materials.
具体制备主要包括以下工艺步骤:The specific preparation mainly includes the following process steps:
1、按占原料总重的质量百分比计,将砂20%、云南红土19%、水泥5%、生石灰10.93%、石膏2%、水43%搅拌均匀制成混合料浆,计量好的料浆放入浇注搅拌机内;1. According to the mass percentage of the total weight of raw materials, mix 20% of sand, 19% of Yunnan red soil, 5% of cement, 10.93% of quicklime, 2% of gypsum, and 43% of water to make a mixed slurry. The measured slurry Put into pouring mixer;
2、将铝粉0.07%制成悬浮液,搅拌30s左右,搅拌好的悬浮液在浇注前1min左右放入浇注搅拌机内;2. Make a suspension of 0.07% aluminum powder, stir for about 30s, and put the stirred suspension into the pouring mixer about 1 minute before pouring;
3、料浆在浇注前温度应达到35~38℃,如温度不够可通蒸汽加热;3. The temperature of the slurry should reach 35-38°C before pouring. If the temperature is not enough, it can be heated by steam;
4、浇注搅拌机放料浇注入模具;4. The pouring mixer discharges the material and pours it into the mold;
5、浇注成的坯体在60℃条件下进行发气初凝,时间为1.8h;5. The cast green body is subjected to gas generation and initial setting at 60°C for 1.8 hours;
6、静停初养达到切割强度后,按实际应用需要进行切割;6. After the static stop and initial curing reaches the cutting strength, cut according to the actual application needs;
7、将切割好的均匀填料拉入釜内进行蒸压养护,恒压蒸养时间8h,蒸汽压力1.3MPa,温度190℃。7. Pull the cut uniform packing into the kettle for autoclaving and curing. The constant pressure steam curing time is 8 hours, the steam pressure is 1.3MPa, and the temperature is 190°C.
8、养护完成即制成均匀孔隙性脱氮除磷填料。8. After the curing is completed, it will be made into a uniform porosity denitrification and phosphorus removal filler.
对制得的孔隙性脱氮除磷填料进行性能测试,比表面积为4.7×105cm2/g,磷吸附容量为5.59mg/g,抗压强度为3.5Mpa,堆积密度为0.85g/cm3。Performance tests were carried out on the prepared porous packing for nitrogen and phosphorus removal. The specific surface area was 4.7×10 5 cm 2 /g, the phosphorus adsorption capacity was 5.59mg/g, the compressive strength was 3.5Mpa, and the bulk density was 0.85g/cm 3 .
在本发明中,步骤7不能采用常规烧制,因为常规烧制温度不易控制,超过400度则性能下降明显,最重要的是烧制容易导致受热不均匀,必须选用蒸汽加压。In the present invention, conventional firing cannot be used in step 7, because the conventional firing temperature is not easy to control, and if the temperature exceeds 400 degrees, the performance will drop significantly.
实施例2Example 2
本实施例涉及一种用于人工湿地的孔隙性脱氮除磷填料,是采用砂、云南红土、水泥、生石灰、石膏、铝粉、水等为主要原料,利用蒸汽加压产泡的方法对云南红土进行固定化处理,制成孔隙性材料。This example relates to a porous nitrogen and phosphorus removal filler used in constructed wetlands, which uses sand, Yunnan red soil, cement, quicklime, gypsum, aluminum powder, water, etc. as the main raw materials, and uses steam pressurization to produce foam Yunnan red soil is immobilized to make porous materials.
具体制备主要包括以下工艺步骤:The specific preparation mainly includes the following process steps:
1、按占原料总重的质量百分比计,将砂23%、云南红土15%、水泥7%、生石灰12%、石膏1.6%、水41.35%搅拌均匀制成混合料浆,计量好的料浆放入浇注搅拌机内;1. According to the mass percentage of the total weight of raw materials, mix 23% of sand, 15% of Yunnan red soil, 7% of cement, 12% of quicklime, 1.6% of gypsum, and 41.35% of water to make a mixed slurry. The measured slurry Put into pouring mixer;
2、将铝粉0.05%制成悬浮液,搅拌30s左右,搅拌好的悬浮液在浇注前2min左右放入浇注搅拌机内;2. Make a suspension of 0.05% aluminum powder, stir for about 30s, and put the stirred suspension into the pouring mixer about 2 minutes before pouring;
3、料浆在浇注前温度应达到35~38℃,如温度不够可通蒸汽加热;3. The temperature of the slurry should reach 35-38°C before pouring. If the temperature is not enough, it can be heated by steam;
4、浇注搅拌机放料浇注入模具;4. The pouring mixer discharges the material and pours it into the mold;
5、浇注成的坯体在50℃条件下进行发气初凝,时间为2h;5. The cast green body is subjected to gas generation and initial setting at 50°C for 2 hours;
6、静停初养达到切割强度后,按实际应用需要进行切割;6. After the static stop and initial curing reaches the cutting strength, cut according to the actual application needs;
7、将切割好的均匀填料拉入釜内进行蒸压养护,恒压蒸养时间6h,蒸汽压力1.0MPa,温度200℃。7. Pull the cut uniform filler into the kettle for autoclaving and curing. The constant pressure steam curing time is 6 hours, the steam pressure is 1.0MPa, and the temperature is 200°C.
8、养护完成即制成均匀孔隙性脱氮除磷填料。8. After the curing is completed, it will be made into a uniform porosity denitrification and phosphorus removal filler.
对制得的孔隙性脱氮除磷填料进行性能测试,比表面积为5.2×105cm2/g,磷吸附容量为5.30mg/g,抗压强度为3.2Mpa,堆积密度为0.82g/cm3。Performance tests were carried out on the prepared porous packing for nitrogen and phosphorus removal. The specific surface area was 5.2×10 5 cm 2 /g, the phosphorus adsorption capacity was 5.30mg/g, the compressive strength was 3.2Mpa, and the bulk density was 0.82g/cm 3 .
实施例3Example 3
本实施例涉及一种用于人工湿地的孔隙性脱氮除磷填料,是采用砂、云南红土、水泥、生石灰、石膏、铝粉、水等为主要原料,利用蒸汽加压产泡的方法对云南红土进行固定化处理,制成孔隙性材料。This example relates to a porous nitrogen and phosphorus removal filler used in constructed wetlands, which uses sand, Yunnan red soil, cement, quicklime, gypsum, aluminum powder, water, etc. as the main raw materials, and uses steam pressurization to produce foam Yunnan red soil is immobilized to make porous materials.
具体制备主要包括以下工艺步骤:The specific preparation mainly includes the following process steps:
1、按占原料总重的质量百分比计,将砂25%、云南红土20%、水泥6%、生石灰9%、石膏1.94%、水38%搅拌均匀制成混合料浆,计量好的料浆放入浇注搅拌机内;1. According to the mass percentage of the total weight of raw materials, mix 25% of sand, 20% of Yunnan red soil, 6% of cement, 9% of quicklime, 1.94% of gypsum, and 38% of water to make a mixed slurry. The measured slurry Put into pouring mixer;
2、将铝粉0.06%制成悬浮液,搅拌30s左右,搅拌好的悬浮液在浇注前1min左右放入浇注搅拌机内;2. Make a suspension of 0.06% aluminum powder, stir for about 30s, and put the stirred suspension into the pouring mixer about 1 minute before pouring;
3、料浆在浇注前温度应达到35~38℃,如温度不够可通蒸汽加热;3. The temperature of the slurry should reach 35-38°C before pouring. If the temperature is not enough, it can be heated by steam;
4、浇注搅拌机放料浇注入模具;4. The pouring mixer discharges the material and pours it into the mold;
5、浇注成的坯体在70℃条件下进行发气初凝,时间为1.5h;5. The cast green body undergoes gas generation and initial setting at 70°C for 1.5 hours;
6、静停初养达到切割强度后,按实际应用需要进行切割;6. After the static stop and initial curing reaches the cutting strength, cut according to the actual application needs;
7、将切割好的均匀填料拉入釜内进行蒸压养护,恒压蒸养时间10h,蒸汽压力1.5MPa,温度180℃。7. Pull the cut uniform filler into the kettle for autoclaving and curing. The constant pressure steam curing time is 10 hours, the steam pressure is 1.5MPa, and the temperature is 180°C.
8、养护完成即制成均匀孔隙性脱氮除磷填料。8. After the curing is completed, it will be made into a uniform porosity denitrification and phosphorus removal filler.
对制得的孔隙性脱氮除磷填料进行性能测试,比表面积为4.2×105cm2/g,磷吸附容量为5.02mg/g,抗压强度为3.5Mpa,堆积密度为0.89g/cm3。Performance tests were carried out on the prepared porous packing for nitrogen and phosphorus removal. The specific surface area was 4.2×10 5 cm 2 /g, the phosphorus adsorption capacity was 5.02mg/g, the compressive strength was 3.5Mpa, and the bulk density was 0.89g/cm 3 .
对比例1Comparative example 1
本实施例涉及一种用于人工湿地的孔隙性脱氮除磷填料,具体制备主要包括以下工艺步骤:This example relates to a porous filler for denitrification and dephosphorization used in constructed wetlands. The specific preparation mainly includes the following process steps:
1、按占原料总重的质量百分比计,将砂10%、云南红土29%、水泥5%、生石灰10.93%、石膏2%、水43%搅拌均匀制成混合料浆,计量好的料浆放入浇注搅拌机内;1. According to the mass percentage of the total weight of raw materials, 10% of sand, 29% of Yunnan red soil, 5% of cement, 10.93% of quicklime, 2% of gypsum, and 43% of water are mixed evenly to make a mixed slurry. The measured slurry Put into pouring mixer;
2、将铝粉0.07%制成悬浮液,搅拌30s左右,搅拌好的悬浮液在浇注前1min左右放入浇注搅拌机内;2. Make a suspension of 0.07% aluminum powder, stir for about 30s, and put the stirred suspension into the pouring mixer about 1 minute before pouring;
3、料浆在浇注前温度应达到35~38℃,如温度不够可通蒸汽加热;3. The temperature of the slurry should reach 35-38°C before pouring. If the temperature is not enough, it can be heated by steam;
4、浇注搅拌机放料浇注入模具;4. The pouring mixer discharges the material and pours it into the mold;
5、浇注成的坯体在60℃条件下进行发气初凝,时间为1.8h;5. The cast green body is subjected to gas generation and initial setting at 60°C for 1.8 hours;
6、静停初养达到切割强度后,按实际应用需要进行切割;6. After the static stop and initial curing reaches the cutting strength, cut according to the actual application needs;
7、将切割好的均匀填料拉入釜内进行蒸压养护,恒压蒸养时间8h,蒸汽压力1.3MPa,温度190℃。7. Pull the cut uniform packing into the kettle for autoclaving and curing. The constant pressure steam curing time is 8 hours, the steam pressure is 1.3MPa, and the temperature is 190°C.
8、养护完成即制成均匀孔隙性脱氮除磷填料。8. After the curing is completed, it will be made into a uniform porosity denitrification and phosphorus removal filler.
对制得的孔隙性脱氮除磷填料进行性能测试,比表面积为2.5×105cm2/g,磷吸附容量为2.16mg/g,抗压强度为4Mpa,堆积密度为1.1g/cm3。Performance tests were carried out on the prepared porous packing for nitrogen and phosphorus removal. The specific surface area was 2.5×10 5 cm 2 /g, the phosphorus adsorption capacity was 2.16mg/g, the compressive strength was 4Mpa, and the bulk density was 1.1g/cm 3 .
实施例4Example 4
本实施例涉及本发明的用于人工湿地的孔隙性脱氮除磷填料的应用--云南省大理白族自治州大理市喜洲镇上关村膜生物反应器尾水深处处理工程。This example relates to the application of the present invention's porous filler for denitrification and dephosphorization in constructed wetlands-the deep treatment project of membrane bioreactor tail water in Shangguan Village, Xizhou Town, Dali City, Dali Bai Autonomous Prefecture, Yunnan Province.
工程处理规模为300m3/d,占地面积8亩,无电耗,服务上关村3483名村民。尾水处理工程的进水为兼氧膜生物反应器出水,满足《城镇污水处理厂污染物排放标准》(GB18918-2002)一级A标准,本工程出水达到《地表水环境质量标准》(GB3838-2002)地表水IV类标准。The processing scale of the project is 300m 3 /d, covers an area of 8 mu, has no power consumption, and serves 3,483 villagers in Shangguan Village. The influent of the tail water treatment project is the effluent of the facultative membrane bioreactor, which meets the first-level A standard of the "Pollutant Discharge Standards for Urban Sewage Treatment Plants" (GB18918-2002), and the effluent of this project meets the "Environmental Quality Standards for Surface Water" (GB3838 -2002) Class IV standard for surface water.
处理工程平面布置示意图如图1所示,沿大丽路1平行方向,依次设有好氧塘2,表面流人工湿地3,水平潜流湿地4和出水塘5。The schematic layout of the treatment project is shown in Figure 1. Along the parallel direction of Dali Road 1, there are aerobic ponds 2, surface flow constructed wetlands 3, horizontal subsurface flow wetlands 4 and outlet ponds 5.
其中:第一级好氧塘长25m,有效水深1.5m。表流湿地长75m,有效水深0.6m,种植水芹菜、香香菜等水生作物。水平潜流湿地设2级,有效面积400m2,填料层厚1.3m,其中第二级采用本发明实施例1自制填料,上层覆土,土层厚0.2m,上植草皮。2014年6月正式投入运行。尾水处理湿地工程投入运行后,出水氨氮、TP均能满足《地表水环境质量标准》(GB3838-2002)地表水IV类标准,其中出水总磷平均浓度为0.08mg/L,氨氮1.15mg/L。本工程为云南大理地区洱海周边污水处理设施的改进和提高提供了工程示范。Among them: the length of the first level aerobic pond is 25m, and the effective water depth is 1.5m. The surface flow wetland is 75m long and has an effective water depth of 0.6m. Aquatic crops such as water celery and coriander are planted. The horizontal subsurface flow wetland has two levels, the effective area is 400m 2 , and the thickness of the filling layer is 1.3m. The second level uses the self-made filling in Example 1 of the present invention, and the upper layer is covered with soil with a thickness of 0.2m and planted with turf. It was officially put into operation in June 2014. After the tail water treatment wetland project is put into operation, the effluent ammonia nitrogen and TP can meet the surface water category IV standard of the "Surface Water Environmental Quality Standard" (GB3838-2002). L. This project provides an engineering demonstration for the improvement and improvement of sewage treatment facilities around Erhai Lake in Dali, Yunnan.
综上所述,本发明采用砂、云南红土、水泥、生石灰、石膏、铝粉、水等为主要原料,利用蒸汽加压产泡的方法对云南红土进行固定化处理,制成孔隙性材料。该材料在发挥填料的高孔隙率优点的前提下,发挥了云南红土特有的除磷性能,使其具有较高的机械强度与更大的吸附容量,适合应用于各种规模人工湿地和生态处理工程,脱氮除磷效果好。In summary, the present invention uses sand, Yunnan red soil, cement, quicklime, gypsum, aluminum powder, water, etc. as main raw materials, and utilizes the method of steam pressurization to produce foam to immobilize Yunnan red soil to make a porous material. Under the premise of taking advantage of the high porosity of the filler, the material has played the unique phosphorus removal performance of Yunnan red soil, making it have higher mechanical strength and larger adsorption capacity, and is suitable for various scales of constructed wetlands and ecological treatment. Engineering, nitrogen and phosphorus removal effect is good.
以上对本发明的具体实施例进行了描述。需要理解的是,本发明并不局限于上述特定实施方式,本领域技术人员可以在权利要求的范围内做出各种变形或修改,这并不影响本发明的实质内容。Specific embodiments of the present invention have been described above. It should be understood that the present invention is not limited to the specific embodiments described above, and those skilled in the art may make various changes or modifications within the scope of the claims, which do not affect the essence of the present invention.
Claims (4)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510253822.5A CN104909460B (en) | 2015-05-18 | 2015-05-18 | Porosity denitrogenation dephosphorizing filler for artificial swamp and preparation method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510253822.5A CN104909460B (en) | 2015-05-18 | 2015-05-18 | Porosity denitrogenation dephosphorizing filler for artificial swamp and preparation method thereof |
Publications (2)
Publication Number | Publication Date |
---|---|
CN104909460A CN104909460A (en) | 2015-09-16 |
CN104909460B true CN104909460B (en) | 2017-06-09 |
Family
ID=54078972
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510253822.5A Active CN104909460B (en) | 2015-05-18 | 2015-05-18 | Porosity denitrogenation dephosphorizing filler for artificial swamp and preparation method thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN104909460B (en) |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106082524B (en) * | 2016-05-24 | 2018-09-11 | 安徽美自然环境科技有限公司 | The material and its methods for making and using same of ammonia nitrogen in a kind of deep removal water |
CN106083180A (en) * | 2016-06-23 | 2016-11-09 | 安徽美自然环境科技有限公司 | The preparation method of a kind of dephosphorization filler and be filled with the dephosphorization equipment of this filler |
CN107670635B (en) * | 2017-11-23 | 2020-07-28 | 广东润锦环保产业有限公司 | Sewage treatment filler, preparation method and application |
CN110498659A (en) * | 2019-08-30 | 2019-11-26 | 杭州沁霖生态科技有限公司 | A kind of lightweight dephosphorization granule filter material and preparation method thereof |
CN110697882A (en) * | 2019-10-15 | 2020-01-17 | 兰州康顺环保科技有限责任公司 | Method for manufacturing flow separation ball carrier for sewage treatment |
CN110734133B (en) * | 2019-11-06 | 2022-04-15 | 合肥学院 | A kind of nanometer zero-valent iron-nickel composite porous material, its preparation method and its application |
CN110734129B (en) * | 2019-11-06 | 2022-01-28 | 合肥学院 | Nano zero-valent metal porous functional material prepared based on meteorite, and preparation method and application thereof |
CN110981419B (en) * | 2019-11-19 | 2022-04-08 | 上海市园林设计研究总院有限公司 | A kind of phosphorus removal filler suitable for Ganzhou area and preparation method thereof |
CN110921835B (en) * | 2019-11-29 | 2024-01-09 | 中国中元国际工程有限公司 | Efficient dephosphorization anti-blocking engineering wetland system and method based on plant and chemical purification mode |
WO2021196344A1 (en) * | 2020-04-03 | 2021-10-07 | 中国科学院城市环境研究所 | Standard modular filler and horizontal subsurface flow constructed wetland |
CN113173765A (en) * | 2021-04-16 | 2021-07-27 | 浙江尼可环保科技有限公司 | Wetland composite filler applied to treatment of rural domestic sewage and preparation method thereof |
CN114684910A (en) * | 2022-05-05 | 2022-07-01 | 重庆昂为环保产业有限公司 | Nitrogen and phosphorus removal filler and preparation method thereof |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103739058B (en) * | 2014-01-06 | 2015-12-09 | 上海交通大学 | A sewage enhanced phosphorus removal filler and its preparation method |
-
2015
- 2015-05-18 CN CN201510253822.5A patent/CN104909460B/en active Active
Also Published As
Publication number | Publication date |
---|---|
CN104909460A (en) | 2015-09-16 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104909460B (en) | Porosity denitrogenation dephosphorizing filler for artificial swamp and preparation method thereof | |
CN103739058B (en) | A sewage enhanced phosphorus removal filler and its preparation method | |
CN108558351A (en) | A kind of low alkali plant-growing concrete building block and preparation method thereof for making aggregate with artificial carbonization slag bead | |
CN103482754B (en) | A kind of preparation method of Shell ceramsite biological carrier | |
CN101176839B (en) | Raw material formula and preparation method of recyclable waste water phosphorus removal material prepared from oyster shells | |
CN105418039B (en) | A kind of efficiency slow release type porous ecological concrete and preparation method thereof | |
CN110105004B (en) | A kind of preparation method of silt solidified brick | |
CN103951463B (en) | Eutrophication pollution bottom mud in lake in-situ control covers material and preparation method thereof | |
CN104229999B (en) | A kind of filler for artificial swamp water treatment and preparation method thereof | |
CN103771798A (en) | Soft sandstone modified material | |
CN111470834A (en) | Preparation method of ecological solidified light soil and ecological solidified light soil | |
CN103951044B (en) | A kind of non-sintered rapid biofilm biologic packing material and preparation method thereof | |
CN102079105A (en) | Preparation method of ecological embankment type porous concrete special for plant growing | |
CN102936125A (en) | Constructed wetland padding brick and preparation method thereof | |
CN107081122A (en) | The method that dephosphorization agent is prepared using copper water-supply pipe | |
CN104528902B (en) | Polymeric aluminum chloride dephosphorizing filler and preparation method thereof | |
CN101759281A (en) | Double-layer compound biological filter material for aerated biological filter and method for preparing same | |
CN108975835A (en) | A kind of preparation method and applications of the composite adsorption stuffing containing slow release carbon source | |
CN101671150A (en) | Dephosphorization and denitrification wetland filler and preparation method thereof | |
CN105906268B (en) | A kind of dredging silt no-firing brick and preparation method thereof | |
Chen et al. | Effects of diatomite on the physiological and purification performance of diatomite-zeolite vegetation concrete | |
CN106380155B (en) | A kind of retain water and nutrients type plants unboiled water cement concrete and preparation method thereof | |
CN106142318B (en) | A kind of slow-release oxygen material layer of concave herbaceous field and preparation method thereof | |
CN113248075A (en) | Preparation and use method of wetland filler | |
CN114920518A (en) | A kind of river silt and electrolytic manganese slag double-mixed non-burning brick and preparation method thereof |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |