Reduce, Reuse and Recycle of Greywater

DOI : 10.17577/IJERTV4IS041387

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Reduce, Reuse and Recycle of Greywater

Pratima D. Purwar1

Student of M.E, Civil Engineering department PLITMS College

Buldana, India

Ganesh P. Deshmukp

Assistant Professor, Civil Engineering department PLITMS College

Buldana, India

Abstract Water is becoming a rare resource in the world. In India alone the International Water Management Institute (IWMI) predicts that by 2025, one person in three will live in conditions of absolute water scarcity (IWMI, 2003). Although India occupies only 3.29 million km2 geographical areas, which forms 2.4% of the worlds land area, it supports over 15% of worlds population. Where will India get its water from in the coming years? The water challenge is already grave and could get graver.

To solve water problem there is need to find new resources of water but we cannot generate new resources but we can utilize waste as resource. So greywater can be utilized as a resource. This study is based on 3R- Reduce, Reuse and Recycle of Greywater.

Keywords Greywater, 3R- Reduce, Reuse and Recycle, waste water

  1. INTRODUCTION

    The concept of Reduce, Reuse and Recycle are three tools for sustainable development. Sustainable development is

    development that meets need of present without compromising the ability of Future generation to meet their own needs. It is essential to find new sources but we cannot generate new sources, optimization of the resources can be one of the remedial measures.

  2. CONSUMPTION OF WATER FOR DOMESTIC AND PUBLIC USE

    Major consumer of potable water is domestic sector. It is clear

    From following tables

    Sr.

    No.

    Population of the Town

    Per capita Demand

    1.

    Up to 20,000

    110 liters/day/capita

    2.

    20,000 50,000

    110 150 liters/day/capita

    3.

    50,000 2,00,000

    150 180 liters/day/capita

    4.

    2,00,000 5,00,000

    180 210 liters/day/capita

    5.

    5,00,000 10,00,000

    210 240 liters/day/capita

    6.

    Above 10,00,000

    240 270 liters/day/capita

    TABLE I. PER CAPITA DEMAND OF VARIOUS TOWNS AS PER POPULATION

    TABLE II. PUBLIC DEMAND

    Sr.

    No.

    Purpose

    Water requirements

    1.

    Public parks

    1.4 liters/m²/day

    2.

    Street washing

    1.0-1.5 liters/m²/day

    3.

    Sewer cleaning

    4.5 liters/head/day

    TABLE III. CONSUMPTION OF WATER AS PER INDIAN STANDARD OF LIVING FOR DOMESTIC

    Use

    Consumption in liters/day/person

    Drinking

    5

    Cooking

    5

    Bathing

    55

    Washing of clothes

    20

    Washing of Utensils

    10

    Washing and cleaning of houses and residences

    10

    Flushing of Latrines etc.

    30

    TOTAL

    135

    Water requirement calculation

    If there is a family of 6 members then per year demand of water

    = Number of members*per capita demand/day

    *365 days

    = 6*135*365

    = 295650 liters/year

  3. WASTE WATER

    Domestic waste water is waste water from various units of house. Domestic wastewater is the water that has been used by a community and which contains all the materials added to the water during its use. It is thus composed of human body wastes (feces and urine) together with the water used for flushing toilets, and sullage, which is the wastewater resulting from personal washing, laundry, food preparation and the cleaning of kitchen utensils

    TABLE IV. BLACK WATER AND GREY WATER

    BLACKWATER

    LITRES/PERSON/DAY

    Toilet

    30

    GREYWATER

    LITRES/PERSON/DAY

    Cooking

    5

    Bathing

    55

    Washing Cloths

    20

    Washing Utensils

    10

    Washing and cleaning of houses

    10

    Approximately Total Greywater

    100

    Approximately Total Wastewater

    130

    If we consider a family of 6 members then Approximately total waste water generated by family per day= (6*130)=

    780

    • Near about 90% of per capita demand water is wasting i.e. 130 lit/person/day

    • Out of which 95 lit/day(per person) can be effectively reuse

    • If we cosider family of 6 members

    • Then family can reuse water 570 lit/day Domesic Waste water can be divided as-

    1. Black Water

      Blackwater is water that has been mixed with waste from the toilet. Black water requires biological or chemical treatment and disinfection before re-use and after all these treatment there is no guarantee of safe reuse of water. It cannot treat completely and hence it is not safe and economical to reuse.

    2. Grey Water

      Greywater is all water from sinks, shower, bath; laundry machine etc. water is all from domestic-basically anything but not toilet water. Water recycling of greywater uses various household system and methods and the water is used to flush toilets, irrigation cleaning and cloth washing. As pressures on freshwater resources grow around the world and as new sources of supply become increasingly scarce, expensive, or politically controversial, efforts are underway to identify new ways of meeting water needs. Of special note are efforts to reduce water demand by increasing the efficiency of water use and to expand the usefulness of alternative sources of water previously considered unusable. Among these potential new sources of supply is greywater. Greywater, defined slightly differently in different parts of the world, generally refers to the wastewater generated from

      household uses like bathing and washing clothes. This wastewater is distinguished from more heavily contaminated

      black water from toilets. In many utility systems around the world, greywater is combined with black water in a single domestic waste water stream. Yet greywater can be of far higher quality than black water because of its low level of contamination and higher potential for reuse. When greywater is reused either onsite or nearby, it has the potential to reduce the demand for new water supply, reduce the energy and carbon footprint of water services, and meet a wide range of social and economic needs. In particular, the reuse of greywater can help reduce demand for more costly high-quality potable water.

  4. REUSING GREYWATER FOR INDOOR

    Appropriately treated greywater can be re-used indoors for toilet flushing and clothes washing. Toilets and clothes washers are two of the biggest users of water in an average household.

      • Reusing treated greywater for toilet flushig can save approximately 50L of potable water in an average household every day.

      • Reusing treated greywater in your clothes washer can save approximately 90L of potable water in an average household every day.

      • In order to re-use greywater indoors for Toilet flushing and clothes washing will need firstly:

      • Separate greywater and blackwater waste streams.

      • Install a greywater treatment and disinfection system so it provides a suitable level of treatment and meets local regulations.

  5. TYPES OF GREY WATER

    Grey water comes from various sources. It is the household waste water that has not come in contact of toilet waste and it includes the wastewater from bathtubs, showers, clothes washers and laundry tubs. There are two types of grey water.

    1. Light grey water,

    2. Dark grey water

    automatic dishwashers etc. Clothes Washer contains bacteria, bleach, foam, high pH, hot water, nitrates, oil and grease, salinity, soaps, sodium and suspended solids. Bathtub and Showers contains bacteria, hair, hot water, odour, oil and grease, soaps, and suspended solids. Sink contains bacteria, food particles, hot water, odor, oil and grease, organic matter, soaps, high pH and sodium from dishwasher, and suspended solids.

    Various Test which are performed on greywater their Results and Standard Parameters of Drinking Water are as follows

    TABLE V: TEST RESULTS AND STANDARD PARAMETERS OF DRINKING WATER

    SR.

    NO.

    PARAMETER

    RESULTS

    DESIRED

    LIMIT

    1

    pH

    10.96

    6.5 to 8.5

    2

    Total Hardness

    485.60

    300

    3

    Chlorides

    95.8 mg(cl)

    250

    4

    Alkalinity

    1794mg/l

    200

    5

    BOD (domestic)

    333.33 mg/l

    300

    6

    COD

    143.5 mg/l

    161 435

    TABLE VI: STANDARD PARAMETERS REMARK OF DRINKING WATER

    Sr.

    No.

    Impurities

    Process used for Removal

    1.

    Floating matters as leaves, dead animals, etc.

    Screening

    2.

    Suspended impurities as silt, clay, sand etc.

    Plain Sedimentations

    3.

    Fine suspended matter

    Sedimentation with Coagulation

    4.

    Micro organisms and colloidal matters

    Filtration

    5.

    Dissolved gasses, tastes and odours

    Aeration and chemical treatment

    6.

    Hardness

    Water softening

    7.

    Pathogenic Bacteria

    Disinfection

    TABLEVII: TREATMENT PROCESSES

    SR. NO

    .

    PARAMET ER

    REMARK

    1

    pH

    May be relaxed up to 9.2 in the

    absence

    2

    Total

    Hardness

    May be extended up to 600

    3

    Chlorides

    250 May be extended up to 1000

    4

    Alkalinity

    Beyond this limit taste become unpleasant 600

    5

    BOD

    (domestic)

    6

    COD

  6. REUSING GREY WATER FOR OUTDOORS Reusing wastewater outdoors can reduce

    your households potable water use by 30 to 50% Greywater can be re-used in gardens even without treatment. Sub- surface drip irrigation Systems spread water evenly around the garden, and are safer for spreading untreated Greywater. Avoid watering vegetables with re-use water if they will be eaten raw. There is a chance that some pathogenic organisms may still be present even after treatment.

    Precaution

    • In order to maintain the health of garden, the level of re- use of wastewater in the garden needs to be balanced

      with the amount of water, solids and nutrients that the plants and soil in your garden can absorb. If excess wastewater is applied:

    • Excess nutrients may run-off or leach through the soil to enter waterways, contributing to algal blooms and other water quality problems.

    • Soils and plants may become water logged and inhibit plant growth.

    • Soils can become physically clogged with organic and suspended material or damaged by salts in the wastewater.

    • Salinity may increase in problem areas when greywater contributes to raising water tables.

  7. LIFE CYCLE COSTS

    The costs that have been used throughout this document have excluded the costs for maintaining and operating the systems. This is because although some documented information exists on the real costs of operating a system, the case studies show that the costs are not predictable. This may be a result of few case studies being available meaning that patterns cannot be clearly seen. However these costs will need to be taken into account at the design stage and should include estimations of:

    Site preparation costs (i.e. excavation if necessary)

    • Purchase of components

    • Collection and distribution pipe work

    • Installation and commissioning

    • Consumables such as disinfectants and cleaning chemicals

    • Electrical operating cost

    • Unplanned maintenance costs

    • Cost of maintenance and inspection (incl. any regular water quality checks performed by laboratory)

  8. OTHER ENVIRONMENTAL IMPACTS

    Environmentally beneficial materials

    • The majority of the materials that are used in greywater and rainwater systems are made of plastic. Although certain metals such as copper would be more environmentally beneficial, it would appear that these materials are not recommended for water reuse systems. This is because the water is likely to be more corrosive than standard mains water and will tend to corrode metal parts and pipe work.

    • Below ground clay pipes could be used, although as the majority of the surface and foul water drainage is in place there will be little need for such items at Eastside. Impact on wildlife

      It is unlikely that the use of rainwater or greywater would have any impact on wildlife. If surface water lakes or ponds were used on site to balance water flows or

      store water, this would provide a useful and valuable habitat for birds or other wildlife, and result in a positive impact, particularly if designed sensitively.

      IX . ADVANTAGES OF REUSING AND RECYCLING GRYWATER

    • This technology reduces the demands on potable sources of freshwater.

    • Recharges groundwater

      Uses nutrients in the gray water to support Plant growth through irrigation

    • Lowers water bills.

    • Use less water resources.

    • Irrigate gardens during drought water restrictions.

    • Cut down the amount of pollution going into our waterways.

    • Pollution of seawater, rivers, and groundwater may be reduced. The technology may diminish the volume of wastewater discharged, resulting in a beneficial impact on the aquatic environment

  9. LIMITATIONS

    • If it stored for long time, it can spread disease.

    • Improper handling of waste water may causes health problems

    • Conventional thinking of people

    • It may damage oil from salt build-up.

  10. CONCLUSION

  • With the urge of development and increase in population the consumption of resources is also increasing, however it is not possible to stop the growth but measures can be used to reduce the consumption of resources.

  • One such measure is to reduce, reuse and recycle of waste water. Thus by making proper use and recycling the optimization of resources can be achieved.

  • Reuse, reduce and recycle serves dual purpose – it doesn't just make the waste reusable, but also helps to prevent water pollution and waterborne diseases which result in millions of death every year.

  • Saving of liters of potable water per day if greywater is reuse.

REFERENCES

  1. Lucy Allen, Juliet Christian-Smith, and Meena Palaniappan,

    Overview of Grey water Reuse, California, 2010.

  2. J. S. Lambe, and R. S. Choughule, Greywater – Treatment and Reuse, IOSR-JMCE.

  3. Christopher F. Forster, Wastewater Treatment and Technology, 01- Jan-2003. Baris Der-Petrossian and Erik Johansson, Construction and Environment, Vol.10, 2000.

  4. G.S. Birdie, and J.s.birdie, Water Supply & Sanitary Engineering

,Dhanpat Rai Publishing Company (P) Ltd New Delhi, 2013

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