高密度澄清池新技术手册

高密度澄清池新技术手册
高密度澄清池新技术手册

37

Densadeg? Clarifier

高密度澄清池

U An extremely dense and homogenous floc高度密集而且均匀的矾花

U Optimized flocculation reaction最优化的絮凝反应

U A high settling rate极高的沉淀速率

U A high degree of facility compactness高度紧凑的结构

U Perfectly controlled recirculation flow完美的回流控制

U Virtually ultimate sludge thickening彻底的污泥浓缩

U Sludge dewatered without any intermediate thickener污泥脱水无需预浓缩

U Excellent clarified water quality 卓越的出水水质

U Low sensitivity to loading and flow rate fluctuations 耐负荷及流量变化冲击

38Operation & Maintenance Manual for XXXXXXXXXXXXXX

XXXXXXXXXXX厂操作维护手册CONTENTS目录

GENERAL INTRODUCTION简介 (41)

P ROPOSE OF SETTLING沉淀目的 (41)

L AMELLAE SETTLING斜管沉淀 (41)

D ENSADEG BRIEFING高密度澄清池简介 (42)

Integrated flocculation zone集成式絮凝区 (42)

Settling zone沉淀区 (42)

Sludge thickening zone污泥浓缩区 (43)

D ETAILS OF D ENSADEG高密度澄清池详述 (43)

Sketch of Densadeg高密池简图 (43)

Process Composition工艺组成 (44)

Flash mixing tank快速搅拌池 (44)

Reactor tank反应池 (45)

Reactor turbine speed反应池搅拌器速度 (45)

Sludge recirculation污泥回流 (45)

Settling tank沉淀池 (46)

DESIGN BRIEF设计简介 (47)

P ROCESS FLOW工艺流程 (47)

D ESIGN PARAMETERS设计参数 (47)

Reactors反应池 (47)

Settling tanks沉淀池 (47)

Clarified water collection troughs集水槽 (48)

Grease tanks浮油池 (48)

Sludge recirculation & extraction污泥回流及排放 (48)

Post coagulation后混凝 (48)

D ESIGN FOR AUTOMATION自动化设计 (49)

Lime dosing石灰投加 (49)

Coagulant dosing混凝剂投加 (49)

Flocculant dosing絮凝剂投加 (49)

Calcium carbonate dosing碳酸钠投加 (49)

Sulphuric acid dosing硫酸投加 (49)

Start/stop of reactor agitators反应池搅拌器的启停 (49)

Start/stop of sludge scrapers刮泥机的启停 (49)

Sludge recirculation污泥回流 (50)

Sludge extraction污泥排放 (50)

Start/stop of post-coagulation agitators后混凝搅拌器的启停 (50)

D ESIGN FOR SAFETY安全设计 (50)

Lack of coagulant or flocculant缺少混凝剂或絮凝剂 (50)

Sludge level in settling tank too high沉淀区泥位过高 (50)

Sludge level in settling tank too low沉淀区泥位过低 (50)

Torque on sludge scraper drive too high刮泥机驱动器扭矩过高 (51)

Poor treatment quality处理效果差 (51)

MAIN EQUIPMENT主要设备 (53)

F LOCCULATION TURBINE絮凝搅拌器 (53)

S LUDGE SCRAPER刮泥机 (54)

D RIVE UNIT OF SLUDGE SCRAPER刮泥机驱动器 (54)

S LUDGE PUMP污泥泵 (55)

S LUDGE LEVEL DETECTOR泥位计 (56)

M IXER IN GREASE TANK浮油池搅拌器 (56)

Densadeg? Clarifier 39 S CUM PUMP吸污泵 (57)

M ANUAL GATE VALVE手动闸阀 (58)

N ON RETURN VALVE止回阀 (58)

F LOAT SWITCH浮球开关 (59)

F LOAT SWITCH浮球开关 (59)

M IXER FOR POST-COAGULATION后混凝搅拌器 (59)

P H METER P H计 (60)

L AMELLAR MODULE 斜管: (61)

O UTLET TROUGH集水槽 (61)

D ENSADEG INLET PENSTOCK高密池进水闸板 (61)

G REASE REMOVAL SKIMMER撇油器 (61)

M ANUAL GATE VALVE手动闸阀 (62)

M ANUAL GATE VALVE手动闸阀 (62)

S OLENOID VALVE电磁阀 (63)

S TOP LOG止水板 (63)

COMMISSIONING调试 (65)

P RELIMINARY CHECKS准备工作 (65)

P OLYMER STORAGE AND DISPENSING聚合物的贮存和投加 (66)

C OAGULANT STORAGE AND DISPENSING混凝剂的贮存和投加 (66)

D ENSADEG? NORMAL OPERATION高密池正常运行 (67)

System in manual operation系统手动运行 (67)

System waiting for an operating signal设备等待运行信号 (67)

Preliminary flocculation初步絮凝 (68)

Production运行 (68)

S TARTING UP启动 (69)

S UPPLYING D ENSADEG供水 (69)

I NSPECTION PRIOR TO SWITCHING TO STABILIZED OPERATION切换到稳定运行前的检查 (69)

E XTRACTION START-UP启动排泥 (70)

Extraction start-up启动排泥 (70)

Normal extraction正常排泥 (70)

Extraction accelerated by 1st excess torque第一级过扭矩造成的加速排泥 (70)

Extraction accelerated by excessively high sludge level泥位过高造成的加速排泥 (71)

Extraction inhibited due to excessively low level泥位过低造成的禁止排泥 (71)

Calculating extraction pump frequency/duration计算排泥泵的频率/周期 (71)

OPERATION运行 (72)

F LASH MIXING TANK快速搅拌池 (72)

R EACTOR TANK反应池 (72)

P OLYMER DOSING聚合物投加 (72)

R EACTOR TURBINE SPEED反应池搅拌器速度 (73)

Increasing speed提高转速 (73)

Decreasing speed降低转速 (73)

P ERCENTAGE OF SLUDGE IN REACTION TANK反应池中污泥的百分比 (73)

Control principle of recirculation sludge percentage回流污泥比率的控制原则 (73)

Sludge recirculation adjustments污泥回流调节 (74)

S LUDGE RECIRCULATION污泥回流 (74)

Screw pump adjustment螺杆泵的调节 (75)

Recovery pump恢复泵 (75)

S LUDGE BLANKET LEVEL泥位 (75)

High level detection高泥位检测 (75)

Low level detection低泥位检测 (76)

Sludge collection points污泥采集点 (76)

Inspection& sampling检查和取样 (77)

高密度澄清池

40Operation & Maintenance Manual for XXXXXXXXXXXXXX

S LUDGE EXTRACTION排泥 (78)

Balance平衡 (78)

Calculation formula计算公式 (78)

Extracted sludge characteristics排出污泥的特征 (78)

Adjustment of the sludge extraction排泥的调节 (79)

Principle原理 (79)

D ENSADEG SCRAPPER高密度澄清池刮泥机 (79)

R OUTINE INSPECTION日常检查 (80)

O PERATING MAINTENANCE运行中的维护 (80)

Visual inspection of water surfaces目视检查水面 (80)

Partial drainage of structure and cleaning lamellar部分放空和斜管清洗 (80)

Total structure drainage and access to floor全部放空进入池底 (81)

O PERATION LOGBOOK运行日志 (81)

MAINTENANCE维护 (84)

E LECTRO-MECHANICAL EQUIPMENT机电设备 (84)

I NSTRUMENTATION仪表仪器 (84)

Sludge blanket level measurement泥位测量 (84)

Polymer injection controller聚合物投加控制 (85)

Scraper torque detector刮泥机扭矩开关 (85)

Flow meter流量计 (85)

R ECIRCULATION AND EXTRACTION PUMPS AND PIPING污泥回流和排泥的泵和管道 (85)

P IPES管道 (85)

D ENSADEG SYSTEM高密度澄清池系统 (86)

Reactor反应池 (86)

Plug reactor加速絮凝反应器 (87)

Densadeg settling tank高密池沉淀池 (87)

M AINTENANCE & LUBRICATION维护和润滑 (88)

Units requiring lubrication需要润滑的部位 (88)

Reaction tank mixer reduction gear反应池搅拌器的减速箱 (89)

Maintenance维护 (89)

S HUTDOWN INSTRUCTIONS停车指导 (89)

Shutdown procedure停车步骤 (89)

Short duration shutdown短时间停车 (89)

Extended shutdown长时间停车 (90)

TROUBLESHOOTING故障诊断 (91)

APPENDICES附录 (99)

D ENSADEG GENERAL ASSEMBLY高密池组合 (99)

D ENSADEG OPERATING INSTRUCTION SHEET高密池运行记录表 (100)

S UMMARY OF TYPE P LUBRICATION POINTS型号P的设备加油点汇总 (101)

S UMMARY OF TYPE PH LUBRICATION POINTS型号PH的设备加油点汇总 (102)

L UBRICANT EQUIVALENCE CHART润滑油对照表 (103)

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Densadeg ? Clarifier 41 高密度澄清池

CHAPTER 1第1章

GENERAL INTRODUCTION 简介 P ROPOSE OF SETTLING 沉淀目的

Settling is the separation technique often used for SS and colloids (collected in the form of floc after the coagulation-flocculation stage) removal.

沉淀是一种常用于悬浮颗粒物及胶体(在混凝-絮凝后表现为矾花的形式)分离的工

艺。

L AMELLAE SETTLING 斜管沉淀

For horizontal flow settling tanks, the only basic size factor is the horizontal settling area (SH). A discrete particle is retained if its settling velocity is higher than the Hazen velocity (VH).

对于平流沉淀池,其唯一的基本参数为沉淀面积(SH )。如果颗粒物的沉降速度大于哈真速度则可以在池中沉淀。

Theoretically, the retention of particles does not depend on the height of the appliance. Thus, in horizontal flow settling, it is theoretically possible to achieve the same results in treating:

理论上颗粒物的沉淀与设备的高度无关,因此下列方法在理论上可以达到同样的处

理效果:

A flow nQ in the same appliance by superimposing n levels of elementary height

H/n

将设备分为n 层则同样的设备可以处理n 倍的水流量。

The same flow Q by superimposing n levels of elementary height H/n and of length

L/n

同样的水流量可以用分为n 层但长度只为原长1/n 的设备处理。

In practice, superimposing horizontal settling tanks without a scraping system does

not allow for efficient sludge removal, and thus leads to reduced performance

实践上,无刮泥系统的多层平流池因不能有效地排泥而降低性能。 The use of lamellae settling consists in multiplying the surfaces of water-sludge separation in one unit. Therefore, positioning lamellae packs (parallel tubes or plates) in the settling zone creates a large number of elementary separation cells. In order to provide for the evacuation of the sludge, it is necessary to incline the lamellae at an angle to the horizontal.

斜管沉淀池中可用于泥水分离的面积为普通沉淀池的数倍,斜管中包含了大量的相

互独立的沉淀单元。斜管应与水平面成一定的夹角以便于排泥。

42Operation & Maintenance Manual for XXXXXXXXXXXXXX

XXXXXXXXXXX厂操作维护手册

D ENSADEG BRIEFING高密度澄清池简介

Degremont presents its new Densadeg? system with advanced technology, which could

be used in a vast field of applications, such as the drinking water, wastewater, industrial

water, and sludge treatment. The Densadeg? is a patented settling tank with external

sludge recirculation.

得利满公司运用先进技术开发出崭新的高密度澄清池系统,该系统应用面广泛,适

用于饮用水生产、污水处理、工业废水处理和污泥处理等领域。高密度澄清池带有

外部泥渣回流的专利澄清技术。高密度澄清池亦简称为高密池。

The Densadeg’s success is based on its three technologically complex modules:

高密度澄清池的成功取决于下列三个技术组合模块:

Integrated flocculation zone集成式絮凝区

It is designed for both rapid flocculation with sludge recycling

and slow flocculation for floc growth, and composes 2 reactors in

series:

设计包括带有污泥回流的快速絮凝和矾花增长所需的慢速絮

凝,由两个连续的区域构成:

The 1st is agitated, ensuring fast flocculation by means of an axial flow impeller installed inside a duct providing a homogenous mixing action and the energy

required for flocculation. The flocculent is injected into the base of the turbine (the

coagulant is injected upstream from the Densadeg). External sludge recirculation

continues from the thickener zone to the 1st reactor, thus the high sludge

concentration enhances flocculation performance.

第一级絮凝在一个筒状区域内进行并由一个轴流推进器进行搅拌,以确保快速

絮凝及絮凝所需要的能量。絮凝剂投加在搅拌器的下方(混凝剂投加在高密池

的上游)。从污泥浓缩区到第一级絮凝区进行连续的外部泥渣回流,极高的污

泥浓度提高了絮凝的效果。

The 2nd provides a slow flocculation; the resultant floc has a high level density.

Then water slowly transfers to the settling tank to maintain floc integrity.

在第二个区域中进行慢速絮凝;生成的矾花具有较高的密度。然后水慢速流至

沉淀区以保证矾花的完整性。

Settling zone沉淀区

It is composed of 2 settling sub-zones:

沉淀区由两部分组成:

Hindered settling beneath the lamellar: most of the floc

settles in this area.

斜管下方的成层沉淀:大部分矾花在此区域中沉淀。

Backflow lamellar settling: settling surface area is increased by

using lamellar (hexagonal) modules, used to operate at high

velocities. The residual floc is removed in this module producing

Densadeg ? Clarifier 43

高密度澄清池

the final quality water. 斜管澄清模块:使用协管增大了沉淀面积,用于高速运行。在这个模块中,剩

余的矾花被去除并生产合格的出水。

Sludge thickening zone 污泥浓缩区

Floc accumulates in the base of the settling tank where it thickens in

two superimposed bands limited by the recirculation cone:

矾花沉积在沉淀池底部,并在那里由于回流锥的限制分两层进行

浓缩:

Upper band: the recirculated sludge transit and concentration

zone where the sludge remains for several hours. 上层:回流污泥通过浓缩区并停留几个小时。

Lower band: final sludge thickening before blowdown extraction, contact time of

approximately one week. 下层:在排泥前进行最终的浓缩,停留时间大约为一周。 Sludge is collected by gravity or by a skimmer system equipped with a picket fence in order to promote thickening. A positive displacement pump then routes the sludge to the flocculation zone inlet.

污泥通过重力或一个带有篱栅的刮泥机收集起来。一台螺杆泵将部分污泥回流至絮

凝区。

D ETAILS OF D ENSADEG 高密度澄清池详述

Sketch of Densadeg 高密池简图 3 4 6

44Operation & Maintenance Manual for XXXXXXXXXXXXXX

1 Coagulant injection混凝剂投加7 Outlet channel出水渠

2 Flocculant injection絮凝剂投加 A Raw water inlet原水进水

3 Reactor反应池 B Clarified water outlet澄清水出水

4 Lamella斜管 C Sludge recirculation污泥回流

5 Outlet troughs澄清水槽 D Sludge extraction污泥排放

6 Picket fence栅形刮泥机

Process Composition工艺组成

A Densadeg? system is generally composed of following parts:

高密度澄清池系统通常包括以下几个部分:

Flash-Mixing tank with coagulant injection upstream to Densadeg?

高密池上游带有混凝剂投加的快速搅拌池

Reactor with a polymer injection and sludge recirculation

带有聚合物投加和污泥回流功能的反应池

Settling tank with lamellar modules

配备斜管模块的沉淀池

Sludge thickening tank with sludge scrapper

配备刮泥机的污泥浓缩池

Clarified water collecting troughs and channels

澄清水的集水槽及水渠

Sludge recirculation and extraction system

污泥回流和排放系统

Control system with sludge level monitoring

带有泥位检测的控制系统

Flash mixing tank with post-coagulant injection, if filters installed downstream

如果后续工艺中包括滤池,还应设置带有后混凝剂投加点的快速混合池

Sludge tank to store the sludge extracted from the bottom of Densadeg tanks

存放从高密度澄清池底部排出的污泥的污泥池

Flash mixing tank快速搅拌池

The raw water goes firstly into the flash mixing tank and contact with coagulant and lime

for coagulation and decarbonation, a flashing mixer is continuously running in order to

help coagulation and lime softening and prevent floc from settling. A dosing pump (one XXXXXXXXXXX厂操作维护手册

Densadeg? Clarifier 45

on duty, one as standby) injects coagulant into the inlet of tank; another dosing pump (one on duty, one as standby) injects lime into the incoming channel of tank. The pumps are controlled by frequency converters according to raw water flow and desired dosing rates. 原水首先流入快速搅拌池,与混凝剂及石灰接触后进行混凝,一台快速搅拌器连续运行,以帮助混凝和碱度去除反应并避免矾花沉淀。一台投加泵(一用一备)将混凝剂投加到快速搅拌池入口;另一台加药泵(一用一备)将石灰投加到快速搅拌池进口渠道。通过变频器按照原水流量和需要的投加浓度来控制加药泵的运行。Reactor tank反应池

The reactor module is a very important part of Densadeg? system, which determines the results of water and sludge treatment; the adjustment must be done perfectly in the reactor.

在高密度澄清池系统中,反应池模块是非常重要的部分,因为该模块决定了水和污泥处理的效果,所以反应池必须合理地调整。

The doses of chemicals depend on the nature of raw water, the concentration of suspended solids and products of softening. This rate must be determined with the most concentrated inlet water by jar-test (see protocol for jar-test). Following parameters shall be controlled during the jar-test:

药剂的投加量取决于原水的性质、悬浮固体物浓度及软化反应的产物。投加量必须按照浓度最高的进水通过烧杯试验来确定(请参考“烧杯试验”一文)。试验中需控制以下参数:

Temperature, pH, turbidity, SS, colour, alkalinity etc. of raw water

原水的温度、pH、浊度、固体悬浮物、色度、碱度等

Optimal pH

最佳pH值

Optimal doses of reagents

最佳投药量

Sludge production

产泥量

Reactor turbine speed反应池搅拌器速度

The rotation speed of turbine is designed to ensure a good mixing of the polymer and a good flocculation. If the rotation speed is too high, the flocs run the risk of breaking; too low, sludge may settle down inside the reactor.

搅拌器的转速应确保聚合物搅拌充足和絮凝良好。如果转速过高,那么矾花就有被打碎的危险;太低则有污泥在反应区内沉淀的危险。

Sludge recirculation污泥回流

The purpose of the sludge recycling is to improve the floc growth and to increase the density of the floc.

污泥回流的目的在于加速矾花的生长以及增加矾花的密度。

高密度澄清池

46Operation & Maintenance Manual for XXXXXXXXXXXXXX

Settling tank沉淀池

The settling tank is a very important part of the system in which most of the floc settles

and thickens. Thickening is promoted by continuous scraping of the precipitated sludge.

Part of the sludge is recirculated into the reactor. This perfectly controlled external sludge

recirculation is designed to maintain the high sludge concentration required for

homogeneous flocculation. Lamella modules are located at the top of the tank, in which

the residual floc are removed and the final qualified water is produced.

沉淀池是高密度澄清池系统中重要的部分,大部分矾花就在这里沉淀和浓缩。连续

刮扫促进了沉淀污泥的浓缩。部分污泥回流到反应池中。这种精确控制的外部污泥

回流用来维持均匀絮凝所要求的高污泥浓度。斜板模块放置在沉淀池的顶部,用于

去除剩余的矾花和产生最终合格的水。

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Densadeg ? Clarifier 47 高密度澄清池

CHAPTER 2第2章

DESIGN BRIEF 设计简介 P ROCESS FLOW 工艺流程

Raw water with coagulant and lime added firstly goes into the reactors in where flocculation, removal of temporary hardness, and permanent hardness removal with sodium carbonate addition occur s , and then into the settling zone for separation. The residual floc are removed in lamellar modules and the final qualified water is produced

投加了混凝剂和石灰的原水先流入反应池中,在该池中进行絮凝反应、暂时硬度的

去除以及通过投加纯碱而进行的永久硬度的去除,然后进入沉淀区进行泥水分离。

剩余的矾花将在斜管中去除并产生最终合格的出水。

Part of settled sludge is recycled to the reactor by an external pump, the extra sludge pre-thickened at the bottom of settling zone is evacuated to sludge storage tank through another pump

部分沉淀的污泥通过一台外置的泵循环到反应池,在沉淀区底部与浓缩了的剩余污

泥通过另一台泵输送至储泥池。

D ESIGN PARAMETERS 设计参数

Flow rate 流量·················································································125,000 m 3/d

Number of Densadegs 高密池数量 (3)

Unit capacity 单位能力···································································1736 m 3/h

Reactors 反应池

Number of chambers 池子数量 (3)

Unit volume 单位容积·····································································310 m 3

Retention time 停留时间·································································10.7 min

Max. dissipated power 最大搅拌能量·············································9.0 Wh/m 3

Settling tanks 沉淀池

Number of tanks 池子数量 (3)

Unit settling area 单位沉淀面积······················································225 m 2

Unit lamella area 单位斜管面积······················································140 m 2

Design up flow rate 设计上升流速··················································12.4 m/h

48Operation & Maintenance Manual for XXXXXXXXXXXXXX

Type of lamella斜管型号·······························································DH80

Clarified water collection troughs集水槽

Number of troughs数量··································································3 x 14

Size of the trough尺寸···································································6500 x 300 x 350 mm

Number of notches槽口数量··························································8/m

Water head on the notch槽上水头·················································37 mm

Water drop of collection canal出水渠跌水····································367mm

Grease tanks浮油池

Number数量 (2)

Unit volume单位容积····································································2.3 m3

Scum pumps浮渣泵·······································································10 m3/h

Sludge recirculation & extraction污泥回流及排放

Number数量··················································································9 (3 x 3)

Unit flow单位流量········································································60 m3/h

Max. Recirculation最大回流量·····················································3.5%

Nominal recirculation正常回流量·················································2%

Post coagulation后混凝

Number of tank池子数量 (1)

Volume of tank容积·······································································45 m3

Retention time停留时间································································30 s

Velocity gradient required速度梯度··············································G=260 s-1

Power input输入功率····································································2.8 kW XXXXXXXXXXX厂操作维护手册

Densadeg? Clarifier 49

D ESIGN FOR AUTOMATION自动化设计

Lime dosing石灰投加

The speed of lime dosing pumps is automatically controlled by PLC according to raw

water flow rate, the desired dosing rate and the preparation concentration of lime

emulsion.

PLC根据原水流量、所需要的投加浓度及石灰乳液的配制浓度自动控制石灰投加泵

的转速。

Coagulant dosing混凝剂投加

The speed of coagulant dosing pumps is automatically controlled by PLC according to

raw water flow rate, the desired dosing rate, the preparation concentration and the setting

of manual stock controllers.

PLC根据原水流量、所需要的投加浓度、药剂的配制浓度及手动冲程控制器的设定

值自动控制混凝剂投加泵的转速。

Flocculant dosing絮凝剂投加

The speed of flocculant dosing pumps is automatically controlled by PLC according to

raw water flow rate, the desired dosing rate, the preparation concentration and the number

of Densadegs in operation.

PLC根据原水流量、所需要的投加浓度、药剂的配制浓度及处于运行状态的高密池

的数量自动控制絮凝剂投加泵的转速。

Calcium carbonate dosing碳酸钠投加

The speed of calcium carbonate dosing pumps is automatically controlled by PLC

according to raw water flow rate and the number of Densadegs in operation.

PLC根据原水流量及处于运行状态的高密池的数量自动控制碳酸钠投加泵的转速。

Sulphuric acid dosing硫酸投加

The speed of sulphuric acid dosing pumps is automatically controlled by PLC according

to raw water flow rate and the desired dosing rate, or the pH value feedback of neutralized

water.

PLC根据原水流量及所需要的投加浓度或中和后的水的pH值反馈自动控制硫酸投

加泵的转速。

Start/stop of reactor agitators反应池搅拌器的启停

The agitators in Densadeg? reactors can automatically start or stop controlled by PLC

according to raw water flow rate and the status of Densadegs?.

PLC根据原水流量及高密池的状态自动控制高密池反应池搅拌器的启停。

Start/stop of sludge scrapers刮泥机的启停

The sludge scrapers in Densadeg? settling tanks can automatically start or stop according

to the status of Densadegs?.

高密度澄清池

50Operation & Maintenance Manual for XXXXXXXXXXXXXX

高密池沉淀区的刮泥机可以根据高密池的状态自动启停。

Sludge recirculation污泥回流

The sludge recirculation pumps can automatically start or stop according to the status of

Densadegs?.

高密池的回流污泥泵可以根据高密池的状态自动启停。

Sludge extraction污泥排放

The sludge extraction pumps are automatically controlled according to the accumulated

water volume flowing through Densadeg? and the sludge level in settling tanks.

高密池的排放污泥泵可以根据流经高密池的累积水量及沉淀区的泥位高度自动控

制。

Start/stop of post-coagulation agitators后混凝搅拌器的启停

The agitators in post-coagulation tank can automatically start or stop controlled by PLC

according to raw water flow rate.

PLC根据原水流量自动控制后混凝反应池搅拌器的启停。

D ESIGN FOR SAFETY安全设计

Lack of coagulant or flocculant缺少混凝剂或絮凝剂

Densadeg? will automatically stop, and alarms will be triggered, if the corresponding

coagulant or flocculant dosing pumps break down.

当混凝剂或絮凝剂投加泵发生故障并对高密池的运行造成影响时,高密池将自动停

止运行并产生报警。

Sludge level in settling tank too high沉淀区泥位过高

The sludge extraction pump will be automatically forced to start and, the sludge

extraction will be automatically accelerated, if the sludge level in Densadeg?’s settling

tank is too high; therefore, continuous sludge level increasing is avoided.

当高密池沉淀区的泥位过高时,污泥排放泵将自动强制启动,污泥排放将自动加速;

因此,可以避免泥位的持续升高。

Sludge level in settling tank too low沉淀区泥位过低

The sludge extraction pump will be automatically forced to stop and, the sludge extraction

will be automatically decelerated, if the sludge level in Densadeg?’s settling tank is too

low; therefore, continuous sludge level decreasing is avoided.

当高密池沉淀区的泥位过低时,污泥排放泵将自动强制停止,污泥排放将自动减速;

因此,可以避免泥位的持续降低。

XXXXXXXXXXX厂操作维护手册

Densadeg? Clarifier 51

Torque on sludge scraper drive too high刮泥机驱动器扭矩过高

The sludge extraction pump will be automatically forced to start and, the sludge extraction will be automatically accelerated, if the torque on sludge scraper drive reaches the first setpoint; therefore, undesired high torque on sludge scraper drive is avoided.

当刮泥机驱动器的扭矩达到第一个设定值时,污泥排放泵将自动强制启动,污泥排放将自动加速;因此,可以避免刮泥机驱动器的扭矩过高。

Densadeg? will be automatically forced to stop, if the torque on sludge scraper drive reaches the second setpoint; therefore, damage of sludge scraper drive is avoided.

当刮泥机驱动器的扭矩达到第二个设定值时,高密池将停止运行;因此,可以避免刮泥机损坏。

Poor treatment quality处理效果差

The turbidity of clarified water is continuously measured; an alarm will be triggered when the turbidity is greater than the set value.

连续测量澄清水的浊度;当浊度高于设定值时将产生报警。

高密度澄清池

52Operation & Maintenance Manual for XXXXXXXXXXXXXX XXXXXXXXXXX厂操作维护手册

Densadeg ? Clarifier 53 高密度澄清池

CHAPTER 3第3章

MAIN EQUIPMENT 主要设备 F LOCCULATION TURBINE 絮凝搅拌器

Number 数量 (3)

Mark 编号·······················································································A202A/B/C

Supplier 供货商···············································································Dosapro

Module 型号····················································································HM3500×435/ UP2

Diameter 直径·················································································3500 mm

Shaft length 轴长度·········································································4350 mm

Type 类型························································································lift 提升

Flow rate 流量·················································································9774 - 40728 m 3/h

Material 材质···················································································carbon steel 碳钢

Rotation speed 转速·········································································4.4 – 18.5 rpm

Motor 配套电机:

Supplier 供货商···············································································ABB

Module 型号····················································································M2QA180L4A B5

Supply voltage 电压········································································380Vac

Rated power 额定功率····································································22 kW

Nominal current 额定电流·······························································40.59 A

Power input 输入功率·····································································16.68 kW

Nominal frequency 额定频率··························································50 Hz

Rotation speed 转速·········································································1500 rpm

Insulation class 绝缘等级································································F

Protection index 保护等级·······························································IP55

S 工作制 (1)

54Operation & Maintenance Manual for XXXXXXXXXXXXXX

S LUDGE SCRAPER刮泥机

Number数量 (3)

Mark编号·······················································································X202A/B/C

Supplier供货商··············································································Tangshan Yuqing

Dimension尺寸··············································································15 x 15 m

D RIV

E UNIT O

F SLUDGE SCRAPER刮泥机驱动器

Number数量 (3)

Mark编号·······················································································A203A/B/C

Supplier供货商··············································································S.C.M.C

Module型号···················································································PH9

Motor配套电机:

Manufacturer供货商······································································Simetra-Flender

Module型号···················································································DF68-K4-LOF15-A90L14

Supply voltage电压········································································380Vac

Rated power额定功率····································································1.5 kW

Nominal frequency额定频率·························································50 Hz

Nominal current额定电流······························································3.7 A

Rotation speed转速········································································1405 rpm

Gearbox减速机:

Manufacturer供货商······································································Simetra-Flender

Module型号···················································································CFA200DF68-A90L14.L16/13N

Rotation speed转速········································································0.12 – 0.6 rpm

Gear ring齿盘:

Module型号···················································································Rollix Type 06.1250.07.ZZ.10

Protection保护···············································································grease黄油

XXXXXXXXXXX厂操作维护手册

Densadeg? Clarifier 55

Torque limiter扭矩开关:

Module型号····················································································DAC2 1330/2000 daN

1st threshold Tag WSH1第一限值··················································6000 m·daN

2nd threshold Tag WSH2第二限值··················································9000 m·daN

S LUDGE PUMP污泥泵

Number数量 (9)

Mark编号·······················································································P201A1-3/B1-3/C1-3

Supplier供货商···············································································SEEPEX

Module型号····················································································BN 70-6L/A1-C1-C6-F0-A-X Flow流量························································································11 – 72 m3/h

Pump speed泵转速·········································································58 – 326 rpm

Delivery pressure出口压力·····························································2 bar

Suction port吸口·············································································DN150

Discharge port出口·········································································DN125

Required power需要功率·······························································8.40 kW

Motor配套电机:

Module型号····················································································GST07-2K VCK 160-22 25F

Supply voltage电压········································································380Vac

Rated power额定功率····································································11 kW

Nominal frequency额定频率··························································50 Hz

Rotation speed转速·········································································1450 rpm

Insulation class绝缘等级································································F

Protection index保护等级·······························································IP55

S工作制 (1)

高密度澄清池

56Operation & Maintenance Manual for XXXXXXXXXXXXXX

S LUDGE LEVEL DETECTOR泥位计

Number数量 (3)

Mark编号·······················································································AIT202A/B/C

Supplier供货商··············································································COMETEC

Module型号 (2505)

Signal output信号输出···································································4 – 20 mA

Display显示···················································································LCD

Enclosure外壳················································································NEMA 4X

Supply voltage电压········································································220Vac

Nominal frequency额定频率·························································50 Hz

Sensor探头:

Type类型·······················································································ultrasonic超声波

Module型号···················································································ROYCE 25SN

Measuring range测量范围·····························································7 m

Interface concentration界面浓度···················································1 – 10 g/l

Blocking distance盲区···································································0.3 m from sensor

0.1m from bottom

Resolution精度··············································································< 50 mm

Protection index保护等级······························································IP68 M IXER IN GREASE TANK浮油池搅拌器

Number数量 (2)

Mark编号·······················································································A205A/B

Supplier供货商··············································································Dosapro

Module型号···················································································VRE2060S110/.P

Diameter直径·················································································550 mm

Shaft length轴长度········································································1100 mm XXXXXXXXXXX厂操作维护手册

高密度沉淀池的工作原理

高密度沉淀池的工作原理 高密度沉淀池主要的技术是载体絮凝技术,这是一种快速沉淀技术,其特点是在混凝阶段投加高密度的不溶介质颗粒(如细砂),利用介质的重力沉降及载体的吸附作用加快絮体的“生长”及沉淀。 美国EPA对载体絮凝的定义是通过使用不断循环的介质颗粒和各种化学药剂强化絮体吸附从而改善水中悬浮物沉降性能的物化处理工艺。其工作原理是首先向水中投加混凝剂(如硫酸铁),使水中的悬浮物及胶体颗粒脱稳,然后投加高分子助凝剂和密度较大的载体颗粒,使脱稳后的杂质颗粒以载体为絮核,通过高分子链的架桥吸附作用以及微砂颗粒的沉积网捕作用,快速生成密度较大的矾花,从而大大缩短沉降时间,提高澄清池的处理能力,并有效应对高冲击负荷。 与传统絮凝工艺相比,该技术具有占地面积小、工程造价低、耐冲击负荷等优点。自20世纪90年代以来,西方国家已开发了多种成熟的应用技术,并成功用于全球100多个大型水厂。 高密度沉淀池的典型工艺 高密度沉淀池的典型工艺有: 1、Acfiflo?工艺 Actiflo?工艺是由OTV—Kruger公司(威立雅水务集团的工程子公司)开发,自1991年开始在欧洲用于饮用水及污水处理,其特点是以45~150 m的细砂为载体强化混凝,并选用斜管沉淀池加快固液分离速度,表面负荷为80~120 m/h,最高可达200 m/h,是目前应用最为广泛的载体絮凝技术。 国已有部分水厂引进了该技术,如2004年浦东威立雅自来水临江工程项目中即采用了Actiflo?快速沉淀工艺;市第九水厂针对原水低温、低浊、高藻的情况,在二期沉淀池改造工程中采用了Actiflo?高效沉淀池工艺。 2、DensaDeg?工艺 DensaDeg?高密度澄清池是由法国Degremont(得利满)公司开发,可用于饮用水澄清、三次除磷、强化初沉处理以及合流制污水溢流(CSO)和生活污水溢流(SSO)处理。该工艺现已在法国、德国、瑞士得到推广应用。 随着近年来国外各大水务公司进入中国市场,国也有个别水厂利用该技术对现有工艺进行了扩建改造,如乌鲁木齐石墩子山水厂的扩建改造工程中即采用了该项技术。

曝气生物滤池工艺

曝气生物滤池工艺 曝气生物滤池(biological aerated filter)与普通活性污泥法相比,具有有机负荷高、占地面积小(是普通活性污泥法的1/3 )、投资少(节约30%)、不会产生污泥膨胀、氧传输效率高、出水水质好等优点[1~3],但它对进水SS要求较严(一般要求SS≤100 mg/L,最好SS≤60mg/L),因此对进水需要进行预处理。同时,它的反冲洗水量、水头损失都较大。 曝气生物滤池(Biological Aerated Filter)是八十年代末、九十年代初最先在欧美发展起来的一种新型污水生物处理技术。 曝气生物滤池是由滴滤池发展而来,属于生物膜法范畴,最初用作三级处理,后发展成直接用于二级处理,自90年代初在欧洲建成第一座采用该工艺的城市污水处理厂后,该工艺已在欧美和日本等发达国家广为流行,目前世界上已有3500多座大大小小的污水处理厂应用了这种技术。该工艺综合了过滤、吸附和生物代谢等多种净化作用,使其具有体积小、占地面积省、处理效率高、出水水质好、流程简单、操作管理方便并可省去二沉池等优点。 曝气生物滤池(Biological Aerated Filter, 简称BAF)技术是在充分吸取国外曝气生物滤池(BAF)优点的基础上而发展起来的,它的最大特点是使用一种新型的球形陶粒填料,在其表面及开口内腔空间生长有微生物膜,污水由下向上流经滤料层时,微生物膜吸收污水中的有机污染物作为其自身新陈代谢的营养物质,并在滤料层下部提供曝气供氧的条件下,气、水同为上向流态,使废水中的有机物得到好氧降解,并进行硝化脱氮。它定期利用处理后的出水对滤池进行反冲洗,排除滤料表面增殖的老化微生物膜,以保证微生物膜的活性。 曝气生物滤池处理污水的原理是反应器内滤料上所附生物膜中微生物氧化分解作用,滤料及微生物膜的吸附阻留作用和沿着水流方向形成的食物链分级捕食作用以及微生物膜内部微环境的反硝化作用。 根据曝气生物滤池中的水流流向,其可分为上向流和下向流曝气生物滤池,由于上向流曝气生物滤池接近于理想滤池,所以在实际工程中应用较多。 曝气生物滤池反应器为周期运行,从开始过滤到反冲洗完毕为一个完整的周期。具体过程如下: 经预处理的污水从滤池底部进入滤料层,滤料层下部设有供氧的曝气系统进行曝气,气水为同向流。在滤池中,有机物被微生物氧化分解,NH3-N被氧化成NO3-N;另外,由于在堆积的滤料层内和微生物膜的内部存在厌氧/缺氧环境,在硝化的同时实现部分反硝化,从滤池上部的出水可直接排出系统。 随着过滤的进行,由于滤料表面新产生的生物量越来越多,截留的SS不断增加,在开始阶段滤池水头损失增加缓慢,当固体物质积累达到一定程度,使水头损失达到极限水头损失或导致SS发生穿透,此时就必须对滤池进行反冲洗,以除去滤床内过量的微生物膜及SS,恢复其处理能力。 曝气生物滤池的反冲洗采用气水联合反冲,反冲洗水为经处理后的达标水,反冲洗空气来自于滤板下部的反冲洗气管。反冲洗时关闭进水和工艺空气,先单独气冲,然后气水联合冲洗,最后进行水漂洗。反冲洗时滤料层有轻微膨胀,在气水对滤料的流体冲刷和滤料间相互摩擦下,老化的生物膜与被截留的SS与滤料分离,冲洗下来的生物膜及SS随反冲洗排水排出滤池,反冲洗排水回流至预处理系统。 曝气生物滤池作为一种膜法污水处理新工艺,与传统活性污泥法和接触氧化法相比,具有以下特点: 1)具有较高的生物浓度和较高的有机负荷 曝气生物滤池采用的为粗糙多孔的球状滤料,为微生物提供了较佳的生长环境,易于挂

涤纶长丝简介

熔体直纺纺丝知识简介 一、恒力化纤的主要产品: 1、聚酯切片 2、长丝:半消光F D Y(全牵伸丝) P O Y(预取向丝) D T Y(拉伸变形丝) 有光F D Y(C区) 二、长丝生产线简介: 1、长丝分A、B、C三个区,其中A、B区的配置及生产能力是相同的。 2、A、B区每个区有10条F D Y生产线和10条P O Y生产线,C区有18条生产线。 3、A、B区F D Y每条线36个纺位,C区每条线48个纺位,每个纺位12个头,每个丝定重7k g。 A、B区P O Y每条生产线36个纺位,每个纺位10个头,每个丝定重15k g。 三、直接纺丝和间接纺丝介绍: A定义: 直接纺丝:使用自制熔体直接进行纺丝方法称为直接纺丝或叫熔体直接纺丝法 间接纺丝:使用切片为原料生产涤纶长丝方法称为间接纺丝或切片纺

五、产品区分: 1、原料性质:涤纶半消光、全消光、有光(根据切片中二氧化钛含量的多少来区 分)。 我公司半消光产品二氧化钛含量为0.3%,大有光产品不含二氧化钛。 2、产品规格:纤度/单丝根数 例如:178d t e x/144f68D e/24f d t e x定义:是指10000米长丝的重量克数。 D e:是指9000米长丝的重量克数。 d t e x与D之间的换算关系: 1d t e x=0.9D 1D=1.1d t e x d p f:是指每根单丝的纤度 3、批号:是区分不同规格及工艺条件的产品而规定的代号,一般不同批号的产 品在染色及物性上会存在差别,所以不可以混用。 七、成品区分: 1、小标签:每个丝筒的纸管内贴一张小标签,小标签内容如下 55/24F1110 A-12-6-1 06-5-19丙/早 2、纸管颜色区分:每个批号使用不同颜色的纸管以区分产品。 3、大标签:包装箱上贴一张大标签,注明产品的规格、等级、重量及包装日期等 信息。 八、F D Y产品外观检验及定等标准:

高密度澄清池工艺选择及设计研究

高密度澄清池工艺选择及设计研究 1

高密度澄清池工艺选择及设计研究 1、概况 沉淀池在经历了平流沉淀池,斜板(管)沉淀池和机械加速(脉冲)澄清池之后,新型的一种澄清池称做高密度澄清池(DENSADEG)问世了。该池是由法国得利满公司开发研制获专利的一种新型澄清池,它在欧洲已经应用多年,当前开始进入中国市场。由于该池效率高,适用性广,因而在中国各城市用地日益短缺的情况下,采用这种高效的澄清池技术应是一种适宜的选择。在乌鲁木齐20万吨/日城市 供水项目中,经过与得利满公司的技术交流,结合该项目在原水水质状况,以及考虑到乌鲁木齐冬季气候寒冷,所有构筑物必须加盖房子,因而选用高效的澄清池节省土建投资是首选,经过技术经济比较后,我们采用了得利满公司的高密度澄清池技术,下面对该种池型及工程中的设计应用做一简单介绍。 2、高密度澄清池介绍 高密度澄清池(DENSADEG)是由法国得利满公司研制的一种采用斜管沉淀及污泥循环方式的收速、高速的澄清池。其工作原理基于下五个方面: 2

·原始概念上的整体化的絮凝反应池。 ·推流式反应池至沉淀池之间的慢速传输。 ·污泥的外部再循环系统。 ·斜管沉淀机理。 ·采用合成絮凝剂+高分子助凝剂。 高密度澄清池的适用范围广,能够称得上是”万能”澄清池。可用于以下方面: ·饮用水(澄清、除碳……) ·工业用水(澄清、除碳……) ·城市生活污水(物化初沉池,三次除磷) ·工业污水(特殊处理) ·污泥浓缩(滤池反冲洗废水) 3、高密度澄清池的说明 3.1高密度澄清池的三种类型 3

RL型高密度澄清池。(多用生活用水处理工艺,及生活污水处理工艺。) 该池是当前使用范围最广的一种高密度澄清池(95%的项目采用)。采用该类型的高密度澄清池,水泥混合物流入澄清池的斜管下部,污泥在斜管下的沉淀区从水中分离出来,此时的沉淀为阻碍沉淀;剩余絮片被斜管截留,该分离作用是遵照斜管沉淀机理进行的。因此,在同一构筑物内整个沉淀过程就为两个阶段进行:深层阻研沉淀、浅层斜管沉淀。其中,阻碍沉淀区的分离过程是沉清池几何尺寸计算的基础。 该类型高密度澄清池的上升流速取决于斜管区所覆盖的面积,(上升流速23m/h。) RP型高刻度澄清池。 当出水及污水排放标准不是极严格的情况下,采用此类高密度澄清池,效果较好在安装时可不带斜管。 该澄清池较少采用(只用于滤池冲冼废水带排放上清液的浓缩,特殊浓缩要求)。 RPL型高密度澄清池。(多用于城市污水处理工艺、工业污水处理艺。) 4

t高密度澄清池设计计算书环境平台

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2000T高密度澄清池设计计算

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从而计算出沉淀入口段的尺寸:14m×1.9m。 沉淀入口段的过堰流速取0.05m/s,则水层高度:0.547÷0.05÷14=0.78m。另外考虑到此处设臵堰的目的是使推流段经混凝的原水均匀的进入到沉淀段,流速应该比较低,应该以不破坏絮体为目的。如果按照堰上水深的公式去计算:h=(Q/1.86b)2/3=(0.547/1.86×14)2/3=0.076m。则流速为0.385m/s。这么大的流速经混凝的原水从推流段进入到沉淀段,则絮体可能被破坏。 因此,考虑一些因素,取1.05m的水层高度。 推流段的停留时间3~5min,取4 min。 V=1968.75×4/60=131.25 m3 则宽度:131.25÷2.65÷14=3.53m,取3.4m。 反应段至推流段的竖流通道的流速取0.05m/s, 则宽度:(0.547+60/3600)÷0.05÷14=0.81m。取1.45m, 考虑到此处底部要做一些土建结构的处理。见图纸。 2、污泥回流及排放系统 污泥循环系数0.01~0.05,取0.03。 O。采用单螺杆泵。 1968.75×0.03=59.1m3/h,泵的扬程取20mH 2 系统设臵三台。一台用于污泥的循环,一台用于污泥的排放,另一台为备用。 螺杆泵采用变频控制。 污泥循环管:DN200,流速:0.443m/s。

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?絮凝体循环利用,可节约10%至30%的药剂。 ?沉淀区布置斜管,提升了沉淀效果,出水水质好。 ?矾花密度高且均质,使系统的沉淀速度可达20 m/h-40m/h,有效的减小了占地面积。 ?排放的絮体浓度高达30-550g/L,可直接进行脱水,无需经浓缩池浓缩处理。 ?采用絮体回流技术,有效的保障了系统絮体浓度,使得系统耐冲击负荷能力强。 ?处理效率高,单位面积产水量大,占地面积小,土建投资低,尤其适用于改扩建工程。 应用领域: ◎生活污水及工业废水的深度处理。 ◎中水回用的预处理。 ◎自然水体的初级絮凝沉淀。 ◎原有水厂提标改造。

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高密度沉淀池技术工艺简介

高密度沉淀池技术工艺简介 一、高密度沉淀池的工作原理 高密度沉淀池主要的技术是载体絮凝技术,这是一种快速沉淀技术,其特点是在混凝阶段投加高密度的不溶介质颗粒(如细砂),利用介质的重力沉降及载体的吸附作用加快絮体的“生长”及沉淀。 美国EPA对载体絮凝的定义是通过使用不断循环的介质颗粒和各种化学药剂强化絮体吸附从而改善水中悬浮物沉降性能的物化处理工艺。其工作原理是首先向水中投加混凝剂(如硫酸铁),使水中的悬浮物及胶体颗粒脱稳,然后投加高分子助凝剂和密度较大的载体颗粒,使脱稳后的杂质颗粒以载体为絮核,通过高分子链的架桥吸附作用以及微砂颗粒的沉积网捕作用,快速生成密度较大的矾花,从而大大缩短沉降时间,提高澄清池的处理能力,并有效应对高冲击负荷。 与传统絮凝工艺相比,该技术具有占地面积小、工程造价低、耐冲击负荷等优点。自20世纪90年代以来,西方国家已开发了多种成熟的应用技术,并成功用于全球100多个大型水厂。

二、高密度沉淀池的典型工艺 根据国内外资料,高密度沉淀池的典型工艺主要有以下几种: 1 Acfiflo?工艺 Actiflo?工艺是由OTV—Kruger公司(威立雅水务集团的工程子公司)开发,自1991年开始在欧洲用于饮用水及污水处理,其特点是以45~150 m的细砂为载体强化混凝,并选用斜管沉淀池加快固液分离速度,表面负荷为80~120 m/h,最高可达200 m/h,是目前应用最为广泛的载体絮凝技术。 国内已有部分水厂引进了该技术,如2004年上海浦东威立雅自来水有限公司临江工程项目中即采用了Actiflo?快速沉淀工艺;北京市第九水厂针对原水低温、低浊、高藻的情况,在二期沉淀池改造工程中采用了Actiflo?高效沉淀池工艺。 2 DensaDeg?工艺 DensaDeg?高密度澄清池是由法国Degremont(得利满)公司开发,可用于饮用水澄清、三次除磷、强化初沉处理以及合流制污水溢流(CSO)和生活污水溢流(SSO)处理。该工艺现已在法国、德国、瑞士得到推广应用。 随着近年来国外各大水务公司进入中国市场,国内也有个别水厂利用该技术对现有工艺进行了扩建改造,如乌鲁木齐石墩子山水厂的扩建改造工程中即采用了该项技术。

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