1. Trang chủ
  2. » Khoa Học Tự Nhiên

ZERO EMISSION; AN OPTIMUM WASTEWATER TREATMENT SYSTEM

6 371 0
Tài liệu đã được kiểm tra trùng lặp

Đang tải... (xem toàn văn)

THÔNG TIN TÀI LIỆU

Thông tin cơ bản

Tiêu đề Zero emission; an optimum wastewater treatment system
Tác giả Toshiaki Hashimoto, Takashi Hanamoto, Daiji Nagashio
Trường học Hanshin Water Supply Authority
Thể loại báo cáo
Thành phố Kobe
Định dạng
Số trang 6
Dung lượng 1,6 MB

Các công cụ chuyển đổi và chỉnh sửa cho tài liệu này

Nội dung

The Hanshin Water Supply Authority (HWSA) has introduced effective wastewater treatment system to its New Amagasaki water treatment plant (WTP) with the objective of strengthening water quality management, dewatering process improvement, and cake volume reduction. As for the water quality management, turbidity particles including microorganisms in filter backwash water are separated by dissolved air floatation (DAF), and removed from the washwater reclamation system. The exhaust heat energy from the natural gas co-generation system installed into the WTP is used for heating sludge and drying dewatered cake. Heating sludge improves dewaterability and reduces power consumption. It is possible to extend re-utilization field of the cake by heating the dewatered cake into pelletized one, which leads to complete recycling; zero emission. Wastewater treatment system at the plant could reduce microbial risk and environmental load, while decreasing operation and maintenance cost by about 15%.

Trang 1

ZERO EMISSION; AN OPTIMUM WASTEWATER TREATMENT SYSTEM

Toshiaki HASHIMOTO, Takashi HANAMOTO, Daiji NAGASHIO

Hanshin Water Supply Authority, 3-20-1 Nishi-okamoto, Higashinada-ku, Kobe, 658-0073 Japan

ABSTRACT

The Hanshin Water Supply Authority (HWSA) has introduced effective wastewater treatment system to its

New Amagasaki water treatment plant (WTP) with the objective of strengthening water quality management,

dewatering process improvement, and cake volume reduction As for the water quality management, turbidity

particles including microorganisms in filter backwash water are separated by dissolved air floatation (DAF),

and removed from the washwater reclamation system The exhaust heat energy from the natural gas

co-generation system installed into the WTP is used for heating sludge and drying dewatered cake Heating

sludge improves dewaterability and reduces power consumption It is possible to extend re-utilization field of

the cake by heating the dewatered cake into pelletized one, which leads to complete recycling; zero emission

Wastewater treatment system at the plant could reduce microbial risk and environmental load, while

decreasing operation and maintenance cost by about 15%

KEYWORDS

Zero emission; wastewater treatment; dissolved air floatation (DAF); sludge heating; dewatered cake;

INTRODUCTION

In response to the increasing demand for safe and high-quality drinking water, water utilities have been

infective microorganisms calls for water management as a total system, including wastewater treatment technology

Under the global environmental problems, restructuring recycling society toward less environmental burdens

is being promoted Also in the field of drinking water supply, effective utilization of wastes produced from

maintenance cost (personnel expenses not included) For these reasons, it is important to restructure the wastewater treatment system

Trang 2

OUTLINE OF WASTEWATER TREATMENT SYSTEM

(HWSA) has introduced advanced water treatment system with ozonation and granular activated carbon adsorption aiming at enhanced water quality management of finished drinking water In regard to environmental protection, the WTP adopted a co-generation system with gas engine generator, for the purpose of securing emergency power and saving energy The co-generation system provides stable thermal energy which makes heat utilization easy (Sasaki, et al., 2000)

In the WTP, from the standpoint of following effluent standard on Water Pollution Control Law and utilizing water resource effectively, washwater is reclaimed as raw water Figure 1 shows wastewater treatment process

at the WTP The wastewater treatment system consists of reclamation of filter backwash water into raw water, and disposal of sedimentation sludge as dehydrated cake, further, its effective re-utilization Main features of the system are as follows; First, filter backwash water is reclaimed into raw water through dissolved air floatation (DAF) Turbidity particles in filter backwash water circulate in the water treatment process unless

the purpose of improving the reclaimed water quality to raw water level Secondly, the plant has heating equipment of sedimentation sludge and pelletizing-drying device of dewatered cake using exhaust heat from natural gas co-generation system The exhaust gas (420℃) from gas engine is used to generate steam with

drying the dewatered cake Thus, dewaterability improvement and reuse of cake are achieved

Figure 1 Wastewater treatment process at New Amagasaki WTP

Clear Well Source

Sludge

Waste Washwater Reclaimed Water

C/F/ES: coagulation / flocculation / enhanced sedimentation, GAC-FB: granular activated carbon fluidized bed,

C/RF: coagulation / rapid filtration

Dissolved Air Floatation

Pelletizing-Drying Equipment

Drainage Basin Heating

Reuse Pellet

Scum

Source

Sludge

Waste Washwater Reclaimed Water

C/F/ES: coagulation / flocculation / enhanced sedimentation, GAC-FB: granular activated carbon fluidized bed,

C/RF: coagulation / rapid filtration

Dissolved Air Floatation

Pelletizing-Drying Equipment

Drainage Basin Heating

Reuse Pellet

Scum

Trang 3

FLOATATION EQUIPMENT

Wastewater is mainly composed of filter backwash water Therefore, it contains light-weight particles which was not separated by coagulation / sedimentation process, such as suspended solids, microorganisms including algae, and so on Because of its water quality characteristics, it is more effective to remove the particles by DAF than re-sedimentation Suspended solids floats to the water surface with minute bubbles generated by releasing pressured-dissolved air in the water Finally, they are carried out of the washwater reclamation system as scum (Photo 1; DAF equipment)

Photo 1 DAF equipment

Figure 2 shows diagram of DAF equipment Both scum and sediment scum are collected by the scraper and pumped up to thickener The volume of the scum produced by DAF is 0.3% of sedimentation sludge volume Therefore, the scum from DAF has no influence on dewaterability Moreover, drainage basin could also function as a storage tank, which enables constant water reclamation to the receiving well

Figure 2 Diagram of DAF equipment

P

Scraper

P Pressure

Tank

Receiving Well

Traditional Root

P

Scraper

P Pressure

Tank

Receiving Well

Traditional Root

Trang 4

Organism removal depends on coagulation / sedimentation and filtration during water treatment process Therefore, reliable separation of microorganisms by DAF leads to enhanced microbial risk management (Sasaki, 2000)

DEWATERING PROCESS

Sludge heating equipment

To utilize exhaust heat from co-generation system for heating the sludge, heating system is installed at the sludge tank placed before dehydration process Heating the sludge improves dewaterability (Nezu, et al., 1996) Dewatering time of short-time presssurized dehydrator (electroosmotic type) adopted in the WTP is largely dependant on filtration, compression, and discharge performance Therefore, improving these capabilities brings cycle time reduction

Figure 3 and 4 show the results of sludge heating experiment conducted by HWSA Figure 3 shows relationship between sludge temperature and dewatering speed Here, dewatering speed could be calculated

as follows;

[cake volume (kg-DS)] / ([dewatering filter area (m2)]×[dewatering time (h)])

Figure 3 indicates that the dewatering speed increases with the rise of temperature Temperature rise from 10℃

to 40℃ improves the dewatering speed by about 40% Raising the temperature to 60℃ increases dewatering speed by about 60% This is because the drop of sludge viscosity improves dewaterability

Figure 3 Dewatering speed vs sludge temperature

Figure 4 Electric power consumption dewatering vs sludge temperature

-2 h

-1 )

y = 0.011x + 0.82

R 2 = 0.42

0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0

Sludge Temp ( O C)

-2 h

-1 )

y = 0.011x + 0.82

R 2 = 0.42

0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0

Sludge Temp ( O C)

-2 h

-1 )

y = 0.011x + 0.82

R 2 = 0.42

0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0

0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0

Sludge Temp ( O C)

y = -1.1x + 160

R 2 = 0.49

0 20 40 60 80 100 120 140 160 180

Sludge Temp (C O )

y = -1.1x + 160

R 2 = 0.49

0 20 40 60 80 100 120 140 160 180

0 20 40 60 80 100 120 140 160 180

Sludge Temp (C O )

Trang 5

Figure 4 shows relationship between sludge temperature and electric power consumption in electroosmosis Filterability improvement by rise in sludge temperature decreases electric energy required for electroosmosis Heating the sludge raises processing capacity per-unit, leading a reduction of electric power consumption, which contributes to a reduction of annual dehydrator running cost by about 25%

Pelletizing-drying equipment

Figure 5 shows the process flow for dewatered cake Cake stored in the hopper is put into kneading machine

to make it uniform in property Then, at the steam tube drier of indirect-heating type drying machine with pelletizing-drying function (drying temperature; about 170℃), water content is reduced to 30 or 40% from 60% At the same time, the grain size is pelletized to about 3 to 5 mm Weed seeds and bacteria in the dry cake are extinct by heating In addition, the cake has suitable hardness These enables a variety of applications, including the uses for athletic field, farming and local replanting, which allows complete reuse

of the cake

As for the protection against Cryptosporidium, it is possible to completely inactivate oocysts by heating the

sludge in the storage tank nearly to 70 ℃ (Iseki, 1996) This is an effective measurement against

Cryptosporidium that could be carried out of the plant and circulate the environment, as well as drying cake

Figure 5 Dewatering process flow

CONCLUSION

As for wastewater treatment, it is important to efficiently eliminate turbidity particles in filter backwash water and sludge produced during water treatment At New Amagasaki WTP, additional installation of DAF, sludge heating equipment, and pelletizing-drying device assures effective wastewater treatment Particularly, the sludge heating equipment and pelletizing-drying device, which utilize exhaust heat from co-generation system, enable about 15% cost reduction of operation and maintenance

Storage

Pelletizing-Drying Equipment

Reuse Pellet

Steam

Kneading Machine

Gas Co-Generation System

Moisture 30~40%

Moisture 60%

Cake

Storage

Pelletizing-Drying Equipment

Reuse Pellet

Steam

Kneading Machine

Gas Co-Generation System

Moisture 30~40%

Moisture 60%

Cake

Trang 6

Reduction of dewatered cake from the plant and extending its re-utilization field lead to complete recycling;

zero emission

Because of the recent years’ environmental problems, building of recycling society is in urgent desire Also

in the field of drinking water supply, addressing toward less environmental loading is necessary The water

treatment technology at the WTP could produce safe and high-quality drinking water, while contributing to

environmental measurement through materializing resource and energy saving with the optimum wastewater

treatment

REFERENCES

Iseki M (1996) Outbreaks of waterborne cryptosporidiosis: occurrences and control measures

Japanese Journal of Water Treatment Biology, 32(2), 67

Nezu H., Kawano S., Nishimura T (1996) Improving dehydration efficiency in winter season by heating the

suluge Proceedings of 47th JWWA Annual Conference and Symposium, 264-265

Sasaki T., Nagashio D., Hanamoto T (2000) Renewal with state-of-the-art technology: Amagasaki

water treatment plant Proceedings of 5th International Symposium On Water Supply Technology, 131-139

Sasaki T (2000) Microbial Risk Management During Drinking Water Treatment System of the

Hanshin Water Supply Authority Proceedings of CREST Workshop on Integrated Water

Quality Management, 135-149

Ngày đăng: 05/09/2013, 08:40

TỪ KHÓA LIÊN QUAN

TÀI LIỆU CÙNG NGƯỜI DÙNG

TÀI LIỆU LIÊN QUAN