济宁天通设备有限公司是一家从事水处理设备生产、销售集一体化的企业，始终坚持做出高品质产品，本着“追求、员工、技术、精神、利益”10字宗旨。现拥有一批精干的管理人员和一支高素质的专业技术队伍，舒适优雅的办公环境和拥有全新现代化的标准厂房。我们以质量为生命、时间为信誉、价格为竞争力的经营信念，立足与济宁地区
我公司主要产品：水处理设备，污水处理设备、废水处理设备、工业污水设备、农业废水设备、雨水净水设备、医院污水设备、钢厂废水设备、屠宰场废水设备、食品厂废水处理设备等多种设备，可根据要求专业定制水处理设备。
纺织印染工业废水处理工程实例
一 纺织印染废水 工程概况
青岛某新建工业园规划面积为2126亩，院内工业以织布、染整和缝纫为主。园区废水处理工程分三期完成，每期5000m³/d，本设计是一期工程，2014年施工,2015年运行，接纳的废水主要是印染漂洗水、退浆和漂白废水，本工艺设计不含丝光工艺废水，该水已进行碱回收。
二 纺织印染废水 处理工艺
1 设计废水水质
本工程原水设计水质和处理要求见下表。处理出水执行国家《污水综合排放标准》（GB8978-96中的二级标准）
Jiningday general equipment co., LTD. Is a company engaged in water treatmentequipment production, sales integration enterprise, always adhere to highquality products, in line with "the pursuit of, staff, technology, spirit,interest" 10 words. Now we have a group of excellent management personneland a high quality professional technical team, comfortable and elegant officeenvironment and the standard factory with brand-new modernization. We takequality as the life, time as the reputation, price as the competitive businessfaith, foothold with jining area.
Mycompany main products: water treatment equipment, sewage treatment equipment,wastewater treatment, industrial wastewater, agricultural wastewater, rainwater purification equipment, hospital sewage equipment, steel plant wastewater equipment, slaughterhouse wastewater treatment equipment, food factorywaste water treatment equipment and other equipment, can professional customaccording to the water treatment equipment.
Textileprinting and dyeing industrial wastewater treatment project
Generalsituation of textile printing and dyeing wastewater engineering
Theplanned area of a new industrial park in Qingdao is 2126 mu, and the courtyardindustry is mainly weaving, dyeing and sewing. Industrial park wastewatertreatment project in three phases, each 5000 m after a/d, this is the firstphase of design, construction, 2014, in 2015, mainly printing and dyeingwastewater of acceptance rinse water, desizing and bleaching waste water, theprocess design including mercerizing process wastewater, saying a alkalirecovery.
Textileprinting and dyeing wastewater treatment process
Designwastewater quality
Thewater quality and treatment requirements of the original water design are shownin the table below. Disposal of water discharge standards (gb8978-96)
2 处理工艺
从本工程废水特征来看，有机污染物含量较高，生化性比较差，pH值变化大，并且色度比较高。废水中含有染料、浆料、助剂、油剂、酸碱、纤维杂质、砂类物质等。
针对于废水的特点，预处理主要有自动格栅、中和反应池、曝气调节池、初沉池等单元，预处理主要是为了去除悬浮物及可直接沉降的杂质，调整pH值，调节废水水质及水量等，确保后续生物处理系统的处理效率。为了达到较高的COD去除率，降低出水中COD的浓度，在二级生物处理中采用半推流式活性污泥系统，其抗冲击负荷能力明显强于传统推流式系统，处理效率高于传统完全混合式。针对原水色度高的特点，同时为了进一步去除COD，在深度处理中采用了混凝沉淀脱色+曝气生物滤池的两级工艺，保证了出水达标排放。
三 纺织印染废水工程设计
1 纺织印染废水工程平面设计
本项目位于生产区，占地面积11796㎡，长120m，宽98.3m，南北向布置。废水由西南侧原废水储池经泵提升进入系统，经一系列处理后的废水自流排向处理厂北侧的市政污水管道。
纺织印染废水工程高程设计
本项目高程设计时，地面标高作为处理系统的相对标高±0.00，地下构筑物标高-6.00m，地上建筑物顶标高＋6.00m，地上建筑物顶标高+6.00。除格栅井、调节池、浓缩池和清水池外，其他设施大部分采用地上式，
电气及自动控制设计
本印染废水处理工程用电负荷以380V为主，一期总装机容量为478kW，其中运行功率190kW，设置总配、变电室。本工程采用集中与现场相结合，手动与自动相结合的控制模式。自动控制以水位控制为主，调节池、清水池和中间水池设液位控制，机械格栅设时间控制。
四 运行情况
1 监测结果
2012~2013年进行废水处理工程设计；2013~2014年进行废水处理工程施工、设备和管道安装、工艺调试；2015年废水处理工程正式运行。
2treatment process
Interms of the characteristics of wastewater from this project, organicpollutants have higher content, less biochemical and higher pH value, andhigher chromaticity. The waste water contains dyes, slurry, auxiliaries,oilers, acid and alkali, fiber impurities, sand substances, etc.
Accordingto the characteristics of wastewater in, pretreatment mainly include automaticgrille, neutralization reaction pool, aeration regulating pond, pond, and otherunits, in the early settlement of pretreatment is to remove suspended solidsand can be directly impurities, adjust pH value, adjusting effluent waterquality and water, etc., to ensure the processing efficiency of the subsequentbiological treatment system. In order to achieve higher COD removal rate,reduce the concentration of COD in water, in the secondary biological treatmentusing half pushed streaming in activated sludge system, its ability to resistimpact load obviously stronger than the traditional push streaming system,processing efficiency is higher than the conventional hybrid. In order tofurther remove COD, the two-stage process of coagulation precipitationdecolorization + aeration bio-filter is adopted in the depth treatment, whichensures the discharge of water discharge.
Threetextile printing and dyeing wastewater engineering design
Textileprinting and dyeing wastewater engineering graphic design
Thisproject is located in the production area, covers an area of 11796 ㎡, with 120 m long, 98.3 m wide, north and south to decorate. Thewaste water is pumped into the system by pump through a series of treatedwastewater from the waste water storage pool in the southwest side, and thenthe municipal sewage pipe is placed in the north side of the treatment plant.
Textileprinting and dyeing wastewater engineering elevation design
Duringthe elevation design of this project, the ground level elevation as therelative elevation of the processing system is plus or minus 0.00, theelevation of the underground structure is high -6.00 m, the elevation of theabove-ground buildings is high +6.00 m, and the roof elevation of theabove-ground buildings is high + 6.00. In addition to grille Wells, regulatingponds, concentrated pools and water basins, most of the other facilities are onthe ground,
Electricaland automatic control design
Thepower load of this printing and dyeing wastewater treatment project is mainly380V, with a total installed capacity of 478kW, of which the operating power is190kW, and the total fitting and transformer room are set. This project adoptsthe combination of focus and field, manual and automatic control mode. Theautomatic control is mainly controlled by water level control, the regulatingpool, the water tank and the middle water tank set the level control, themechanical grille set time control.
Fouroperation conditions
1monitoring results
Designof wastewater treatment project from 2012 to 2013; From 2013 to 2014, wastewater treatment project construction, equipment and pipeline installation,process debugging; In 2015, the wastewater treatment project was officiallyoperational.
