12 Wastewater Treatment: Reclamation and Utilisation of Low Quality Water
1. Introduction:
Wastewater is a liquid waste consisting of animal, vegetable, mineral or chemical matter in solution or in suspension with water. Its quality has been adversely affected by human impact. Wastewater can originate from a combination of domestic, industrial, commercial or agricultural activities, surface runoff or storm water and is no longer considered fit for consumption.
Wastewater includes water that is released from offices, households, industries and retail buildings, and manufacturing plants. It includes substances such as food wastes, chemicals, oils, soaps, fuels used in manufacturing units etc. In homes, this includes water from kitchen and bathroom sinks, bathrooms, toilets, washing machines and dishwashers. Businesses and industries also contribute their share of used water. Groundwater can get contaminated and due to leakage from septic tank or agents such as insecticide, petroleum products, blood, or cleaning liquids.
1.1. Water Quality:
Water quality describes the condition of the water, including chemical, physical, and biological characteristics, concerning suitability for drinking or swimming. It is measured by several factors, such as the concentration of bacteria levels, dissolved oxygen, the amount of salt (or salinity), or the amount of material suspended in the water (turbidity). In some bodies of water, the concentration of microscopic algae and quantities of herbicides, pesticides, heavy metals, and other contaminants may also be measured to determine water quality. Therefore, the scientific measurement of defining water quality does not necessarily mean “that water is good” or “that water is bad”. So, the determination is typically made relative to the purpose of the water-whether it is for drinking or to wash a car with or for some other purpose?
2. What is in Wastewater?
2.1. Domestic wastewater is essentially the waste generated from homes and conveyed by means of water from the dwelling to the place of treatment and final disposal. The chief components of domestic wastes are body wastes (Faeces and urine), bathroom used water, kitchen wash water and laundry wastes.
2.2. Industrial wastes pose a greater threat than domestic wastewater. They consist of discharges from various manufacturing, chemical, mining and other industries. The discharge from each and every industrial premise is governed by various legislation and permission to release of waste water needs to be taken from the local authority concerned. Some industries produce waste which are unacceptable for sewer discharge and must be treated or disposed of separately. The discharge from industry is usually controlled by means of municipal rules and regulations. Certain discharges are prohibited in terms of these by-laws for discharge into the sewerage system and require some other form of treatment, e.g. co-disposal on landfill, pre-treatment, encapsulation or the use of evaporation pans.
2.3. What is the Composition of Wastewater?
Wastewater is 99.99% water. The other 0.1% is of concern which includes the following:
- Nutrients: Phosphorous and Nitrogen
- Fats, oils, grease: cooking oils, body lotions
- Pathogens: disease-causing bacteria and viruses
- BOD-biochemical oxygen demand. BOD is a measure of oxygen needed by aerobic bacteria to break down organic matter. A higher BOD means there is more organic matter that needs to be broken down.
- Other solids
On analysing the composition of water, it has been found that of the total solids, 50% of it is dissolved and rest 50% has suspended solids. Of the suspended solids, 50% will settle. The typical composition of wastewater is based on strength.
Industrial activity changes the composition of wastewater, often introducing toxic substances such as chromium and cadmium from plating operations.
2.4. Where does wastewater go?
Wastewater drains into a network of pipes maintained by the local sewer service municipalities. Sewer systems are built to collect and flow wastewater and rainwater using the natural slope of land, generally towards the sea front or to wastewater treatment plants. Often, contaminated water can also be passed through the municipal filtration system and be prepared for use once again. However, the nature of the contaminants may require additional measures before the water is suitable for use once more.
3. Waste Water Treatment
Wastewater Treatment is not a new concept. Wastewater were treated in the ancient times by Greeks and Romans as proved by presence of historic sewer ‘Cloaca Maxima’ built many centuries ago in Rome. Wastewater treatment is another way of utilizing water, as it is interconnected with the other uses of water.
Nature has an ability to cope with small amounts of waste water pollution, however, everyday, huge amount of waste water and sewage is produced across the world, which needs to be treated before releasing it to the environment. Treatment plants reduce pollutants from the water to a certain level, which can be handled by nature. It reduces the contaminants to acceptable levels so as to be safe for discharge into the environment.
3.1. Objectives of Wastewater Treatment
The major aim of treatment plants is to eliminate as much of the suspended solid particulates as possible before the remaining water, is discharged back to the environment. As solid material decomposes, it uses up oxygen, which is needed by animals and plants living in the water.
Many local authorities operate wastewater treatment plants that help to purify the sewage and recycle the water for other uses. The plant may employ many different devices to recycle the wastewater, including filters and chemical treatments.
Fully functional water filtration plant is a priority for most municipalities. Cleansing and disinfecting the water reduces the chances of disease outbreaks related to infections and exposure to contaminants making it possible for people to live in urbanized areas and still enjoy safe drinking water.
The wastewater treatment plants were set up to minimize the adverse conditions caused by the release of raw effluents to water bodies. The water treatment is done to prevent destruction and contamination of natural water resources and water bodies. It includes chemical, physical and biological processes to remove chemical, physical and biological contaminant.
Wastewater treatment involves two major steps:
1. Primary Treatment), where gravity settling of solid particles is done.
2. Secondary Treatment is done by microbial transformation of organics and ammonia to reduce BOD.
There are three levels of wastewater treatment:
1. Primary,
2. Secondary,
3. Tertiary (or advanced).
Primary (mechanical) treatment is normally the first stage of wastewater treatment. It includes screening, grinding, flocculation or coagulation and sedimentation. It is designed to remove gross, suspended and floating solids from raw sewage (Fig. 1).
In screening, big size suspended materials such as rags, wooden pieces, wires etc are removed. Screening system consists of two units. The first unit (coarse screen) consists of metal bars or heavy wires spaced 25-40 mm apart, and the second unit consists of fine screens. The materials removed by screening are usually incinerated.
This level is sometimes referred to as “mechanical treatment”, although chemicals are often used to accelerate the sedimentation process. Primary treatment can reduce the BOD of the incoming wastewater by 20-30% and the total suspended solids by some 50-60%.
The grinding is carried out in grinders of rotating screens with cutting teeth. These are used to chop the solid materials to size smaller than 6 mm.
3.1.1 Coagulation or Flocculation
Chemical treatment precipitates the solids by coagulation or flocculation and coagulates thus formed settle down rapidly. Coagulates are then removed either by sedimentation, or by filtration. The important coagulants are ferric sulphate or aluminium sulphate with lime. Sedimentation removes 80-90% of settleable solids, and reduces the strength of sewage by 30-35%.Sedimentation tanksare used to settle suspended solids. They may be primary or secondary. When a sedimentation tank is used for settling suspended solids before biological treatment, it is called primary sedimentation tank. When a sedimentation tank is used for settling suspended solids after biological treatment, it is called secondary sedimentation tank (see Fig. 1).
After sedimentation, solids left behind in the settling tank are piped to a sludge digester where the organic matter is decomposed in the absence of air.
Secondary (biological) treatment removes the dissolved organic matter that escapes primary treatment. This is done by bacteria consuming the raw matter as food, and converting it to carbon dioxide, water, and energy for their own growth and reproduction. The biological process is then followed by additional settling tanks to remove more of the suspended particles. About 85% of the suspended solids and BOD can be removed by a well running plant with secondary treatment. Secondary treatment technologies include the basic activated sludge process, the variants of pond and constructed wetland systems, trickling filters and other forms of treatment which use biological activity to break down organic matter.
Source: Encyclopaedia Britannica, 2017
Figure 1. Primary and secondary treatment of sewage, using the activated sludge process.
It involves mainly the trickling filters, oxidation ponds and activated sludge process.
1. Secondary treatment involving the use microorganisms to remove BOD of any solids that pass primary treatment. Oxygen is limited and must be supplied. The most common secondary treatment processes are activated sludge.
2. Secondary sedimentation to remove microorganisms from secondary treatment.
3. Disinfection to kill pathogens using chlorine (typically HOCl).
Purification by treatment on trickling filters depends primarily on absorption as well as adsorption of both soluble and suspended matter from the waste matter into and onto zoogloeal slimes. The later develop and proliferate on the surface of the filtering medium over which the water trickles. As a result of flow of waste water through the beds, decomposition takes place and soluble substances as well as sludge forming solids are synthesised. Protozoa, fungi, Bacteria, and other living organisms are responsible for these decomposition and oxidation processes. These bacteria decay the dissolved organic material and absorb nutrients and energy. Any solid matter present is piped to asettling tank which is then transferred to a sludge digester, where it is decomposed by microorganisms.
3.1.2 Oxidation Ponds
An artificial pond of shallow depth in which sewage is retained and biologically treated is called oxidation pond. The sewage in the oxidation pond is treated by the dual action of algae and aerobic bacteria. Sewage is controlled under climatic conditions which are favourable for the growth of algae, mainly sun, light and temperature. The aerobic bacteria get oxygen from the atmosphere and convert the organic matter present in the sewage to stable compounds by oxidation and liberate co2. The co2 produced during the decomposition of sewage is utilised by algae for photosynthesis and liberate oxygen. The excess oxygen is used to keep the pond in aerobic condition. The detention period in the pond is 2-40 days. Oxidation ponds are efficient in the removal of BOD and coliforms. BOD removal is about 90% and coliform removal is about 99%.
3.1.3. Activated Sludge Process
Sludge or slush accumulates from primary, secondary and tertiary precipitates. Sludge volumes are reduced and disposed of as follows:
- Slow gravity thickening to remove excess water
- Anaerobic digestion (also called stabilization)
- Dewatering using a belt press or drying beds.
- Disposal (land application or land fill).
In this process, biologically active sludge is continuously circulated through organic waste in the presence of oxygen. The activated sludge contains aerobic microorganisms which digest the raw sewage. Some activated sludge from the previous run is introduced into the raw sewage and provide sufficient aeration. Aeration activates the sludge particles so as to develop an active culture of aerobic organisms. In activated sludge process, sewage is first given primary treatment. Thenthe sludge is mixed with sewage properly in presence of sufficient amount of oxygen. Bacteria present in the activated sludge multiply rapidly as aresult of which organic solids present in the sewage are readily oxidised and suspended as well as colloidal becomes clear.
In addition to the aerobic oxidation ponds, anaerobic plants like septic tanks are also used to treat sewage like human excreta. A water tight single storey tank in which sewage is retained for long time to allow sedimentation is called septic tank. In septic tank, the anaerobic bacteria do the biochemical reactions and the settled sludge or slush undergo anaerobic digestion. During the detention period, the effluent is taken to soak pits for disposal and the sewage is purified.
Tertiary treatment is simply additional treatment beyond secondary! Tertiary treatment can remove more than 99 percent of all the impurities from sewage, producing an effluent of almost drinking-water quality. The related technology of tertiary treatment is time consuming and expensive, which requires high level of technical know-how and well-trained treatment plant officials, a steady energy supply, and chemicals and specific equipment which may not be readily available. An example of a typical tertiary treatment process is the modification of a conventional secondary treatment plant to remove additional phosphorus and nitrogen.
The aim of tertiary treatment is additional purification of wastewater as well as its reuse. Tertiary treatment is the most advanced phase of sewage treatment which is provided to only 2% of domestic sewage. The main function of tertiary treatment is to decrease the load of nitrogen and phosphorus compounds present in the effluent by the following processes:
The effluent received after the secondary treatment is mixed with lime (calcium oxide). The lime reacts with phosphorus compounds in the waste to form insoluble calcium phosphate, which then settles down at the bottom of settling tank from where it can be filtered out.
Nitrogen present in wastewater is generally in the form of ammonia gas, nitrates and nitrites. The wastewater containing ammonia is directed into a metal tower. As water trickles, downwards over a series of small plastic baffle plates, air is forced upwards thru the effluent which thereby results in the removal of ammonia gas.
3.2. Chlorination
Before discharging the effluent disinfection done with chlorine, can be the final step of waste water treatment.
Chlorination is done to kill disease causing microorganisms that might be present in wastewater.Many advanced physic-chemical methods are used for treatment of waste water specially, industrial waste water to remove inorganic compounds. These are:
Adsorption: it is a mass transfer process by which a substance is transferred from the liquid phase to the surface of a solid, and becomes bound by physical and /or chemical interactions. By making use of active adsorbents, it is possible to purify completely the water from organic and inorganic impurities even in very low concentrations. Finely dispersed substances with a higher surface area such as saw dust, ash, peat, clay etcan be usedas adsorbents. Activated carbon of various grades is d most efficient adsorbent.
Ion Exchange: In this a reversible interchange of ions between the solid and liquid phases occurs, where an insoluble substance(resin) removes ion from an electrolytic solution and releases other ions like charge in a chemically equivalent amount without any structural change in the resin. Ion exchange can also be used to get valuable heavy metals from the loaded resin by elution with suitable reagents.
Electrodialysis: is used for desalinisation of water. i.e.for the removal of dissolved minerals salts, acids, alkalies and also the radioactive substances from the effluents. Electro dialysis is performed in a multi chamber membrane apparatus, known as electrodialyser, under the influence of electric current and used for separating the ions of inorganic compounds.
Reverse Osmosis: Reverse Osmosis is a perfect tool that can reject particles as small as 10 ꜚ3 to 10ꜚ4 nmIt. is a pressure driven membrane process in which water can pass through the membrane, while the pollutant particles are retained. By applying a greater hydrostatic pressure than the osmotic pressure of the feeding solution, cationic compounds can be separated from water.
4. Wastewater Utilisation
4.1. Importance of usage of waste water
Water has become a limiting factor in all parts of the world. There should be proper and judicious use of water. Water resource planners are continually looking for additional sources of water to supplement the limited resources available to their region. In areas where availability of fresh water is less whether in terms of rainfall or good quality undergroundwater, source substitution appears to be the most suitable alternative to satisfy less restrictive uses, thus allowing high quality waters to be used for domestic supply. Low quality wastewater, should, whenever possible be considered as alternative sources for less restrictive uses. Total 47 countries that engaged in reuse of wastewater in which 12 engaged in reuse of untreated municipal effluent, 7 engaged in the reuse of both treated and untreated effluent, and 34 reuse wastewater only after treatment and about 58 percent untreated (raw) sewage water generally used for irrigation, mostly in China and Mexico (see Fig. 2).
Source: Jiménez and Asano, 2008.
Figure 2: Countries with the most reuse of untreated wastewater in millions of cubic meters per day.
About 5.5 BGD (21 million m3/d) of treated municipal wastewater is reused globally in 43 countries. The United States was first among them in total volume of water reused (see Fig. 3). Many developing countries face the challenge of uneven distribution of clean water. Thus, water re-use should be considered as a viable option before water availability is matched by water demand. But water needs to be treated to potable standards before being reused to avoid any health disaster.
Source: Jiménez and Asano, 2008.
Figure 3: Countries with the highest volume of water reuse using treated wastewater.
The global problem of water shortage can be tackled with effective utilization of water and reduction in wasteful consumption. Water can be reused by treating wastewater with the use of chemicals in order to remove harmful agent from the water and make it safe for further use.
4.2. Types of wastewater use
Water gets recycled by natural systems but gets deteriorated by different levels of pollution. Once used, however, water can be reclaimed and used again for different beneficial uses by implementing wastewater re-use system.
Direct re-use is deliberate use of treated wastewater for some purpose, including irrigated agriculture. It is also observed that people will drink wastewater from an indirect source unless proved unsafe to drink. People will not, however, drink water from a direct source unless tested or proven safe.
Indirect re-use refers to water that is taken from a lake, aquifer or river and streams, which has received sewage or sewage effluent.
The re-use of wastewater for irrigation has been most successful near cities, where wastewater is easily available and where there is a market for agricultural produce.
The storage of treated wastewater may be necessary, because supply may not match demand.
Re-use of waste water requires:
Ø careful planning;
Ø adequate and suitable treatment;
Ø careful monitoring;
Ø appropriate legislation; and
Ø implementation of legislation and quality standards.
The quality of the once-used water and the specific type of reuse (or reuse objective) definethe levels of subsequent treatment needed, as well as the associated treatment costs.(WHO,1989). It is important to first consider type of water use and efforts should then be made to be more economical in these sectors. Industry and agriculture though require large volume of water, but the quality need not always be high. Agricultural use as well as industrial use of water is very important as it is being used in voluminous quantities.
4.2.1. Agriculture and Aquaculture
Water is maximum used for agricultural purposes. Irrigated agriculture has a dominant role in sustainable crop production in years to come.
On a world-wide basis wastewater is the most widely used low-quality water, particularlyfor agriculture and aquaculture.Waste water collected daily can be used to water small kitchen gardens.
When this waste water is used as a source of irrigation by the farmers, it reduces the need for fertilizers. There is an easy availability of waste water in all seasons especially in lean season. The requirement of additional application of fertilizers has decreased with waste water irrigation. There is a substantial increase in crop production to as much as 1.5 times as compared to the time when ground water is used (Sharma, 2000). Also, the quality of vegetables produced was up to the satisfaction level of the farmers. As a consequence, to the above things mentioned, it has led to higher income generation with waste water generation among the farmers. The farmers can save a lot in their monthly expenditure with the use of this water.
In some homes, people sometimes take steps to recycle wastewater themselves. Water used for bathing may be collected and utilized for watering flower or vegetable gardens. The same is true with water used in the preparation of food. Any liquid used to boil pasta, for example, may be recycled as water for plants rather than dumping the used water into the sink.If waste water is sometimes added to the compost pile, it will helpit to rot down quicker.
The voluminous amount of low quality water used for agriculture involves the associated health risks and the environmental concerns.
4.2.2. Urban
In urban areas, reclaimed wastewater has been used mainly for non-potable applications such as:
• Irrigation of public parks, recreation centres, athletic fields, school yards and playing fields and edges and central reservations of highways.
• Irrigation of landscaped areas surrounding public, residential, commercial and industrial buildings.
• Irrigation of golf courses.
• Ornamental landscapes and decorative water features, such as fountains, reflecting pools and waterfalls.
• Fire protection.
• Toilet and urinal flushing in commercial and industrial buildings.
The disadvantages of urban non-potable reuse are usually related to the high costs involved in the construction of dual water-distribution networks, operational difficulties and the risk of cross-connection.
Potable urban reuse can be performed directly or indirectly. Indirect potable reuse involves allowing the reclaimed water (or, in many instances, raw wastewater) to beretained and diluted in surface or groundwaters before it is collected and treated forhuman consumption. Direct potable reuse takes place when the effluent from a wastewater reclamation plant is connected to a drinking-water distribution network. Treatment costs are very high because the water has to meet very stringent regulations which tend to be increasingly restrictive, both in terms of the number of variables to be monitored as well as in termsof tolerable contaminant limits.
4.2.3. Industry
The most common uses of reclaimed water by industry are:
• Evaporative cooling water, particularly for power stations.
• Boiler-feed water.
• Process water.
• Irrigation of grounds surrounding the industrial plant.
The use of reclaimed wastewater by industry is a potentially large market . Industrial reuse of water is cost-effective for industries where potable quality of water is not required. and where industries are located near urban centres where secondary effluent is readily available for reuse.
4.2.4. Recreation and landscape enhancement
The use of reclaimed wastewater for recreation and landscape enhancement ranges from small fountains and landscaped areas to full, water-based recreational sites for swimming, boating and fishing. As for other types of reuse, the quality of the reclaimed water for recreational uses should be determined by the degree of body contact estimated for each use. In large impoundments, however, where aesthetic appearance is considered important it may be necessary to control nutrients to avoid eutrophication
With decreasing water availability, low quality water is being increasingly used in agriculture. Its utilization provides new sources of water for higher food production in many areas. But its use could create environmental and health hazards.
5. Environmental benefits from useof waste water
Wastewater reuse has environmental benefits. The factors that may lead to the improvement of the environment when wastewater is used rather than being disposed of in other ways are:
• Avoiding the discharge of wastewater into surface waters.
• Preserving groundwater resources in areas where over-use of these resources in agriculture are causing salt intrusion into the aquifers.
• The possibility of soil conservation by humus build-up and by the prevention of land erosion.
• The aesthetic improvement of urban conditions and recreational activities by means of irrigation and fertilisation of green spaces such as gardens, parks and sports facilities.
6. Negative Environmental Effects
Despite above discussed benefits of use of waste water on environment, some potential negative environmental effects may arise inassociation with the use of wastewater. One negative impact is groundwater contamination. The main problem is associated with nitrate contamination ofgroundwaters that are used as a source of water supply. This may occur when a highlyporous unsaturated layer above the aquifer allows the deeper percolation of nitrates inthe wastewater. If there is a deep, homogeneous, unsaturated layer above theaquifer capable of retaining nitrate, there is little chance of contamination. Theuptake of nitrogen by crops may reduce the possibility of nitrate contamination ofgroundwaters, but this depends on the rate of uptake by plants and the rate ofwastewater application to the crops.
Build up of chemical contaminants in the soil is another potential negative effect. Depending on the characteristics of the wastewater, extended irrigation may lead to the build up of organic and inorganic toxic compounds and increases in salinity within theunsaturated layers. To avoid this possibility irrigation should only use wastewater ofpredominantly domestic origin. Adequate soil drainage is also of fundamentalimportance in minimising soil salinization.
Extended irrigation may create habitats for the development of disease vectors, such asmosquitoes and snails. This can further lead to the problem of various vector borne diseases such as malaria, dengue, chikungunya etc. To combat this, it is important that integrated vector control techniques should beapplied to avoid the transmission of vector-borne diseases.
Indirect health-related benefits can occur because wastewater irrigation systems maycontribute to increased food production and thus to improving health, quality of life andsocial conditions. However, potential negative health effects must be considered bypublic health authorities and by institutions managing wastewater reuse schemes because farmers, consumers of crops and to some extent, nearby dwellerscan be exposed to the risk of transmission of communicable diseases.
Worldwide waste- water treatment is not very successful most of the time wastewater is discharged without any form of treatment into the environment spreading disease to humans and damaging key ecosystems such as coral reefs and fisheries. Dirty water is a key factor in the rise of de-oxygenated dead zones that have been emerging in the seas and oceans across the globe. This is becoming increasingly a global problem as urban population are projected to nearly double in 40 years, from current 3.4 billion to over six billion people – but already most cities lack adequate wastewater management due to aging, absent or inadequate sewage infrastructure”(World Water Council, 2012). According to the fourth World Water Development Report, presently only 20% of globally produced wastewater receives proper treatment (UNESCO, 2012). Treatment capacity typically depends on the income level of the country; thus, treatment capacity is 70% of the generated wastewater in high-income countries, compared to only 8% in low-income countries (Sato, 2013). Environmental conditions arising from inadequate or non-existing wastewater management pose significant threats to human health, well-being and economic activity. The Millennium Ecosystem Assessment (2005) reported that 60% of global ecosystem services, on which many social and economic activities depend, are being degraded or used unsustainably, and highlighted the inextricable links between ecosystem integrity and hu- man health and wellbeing.
Wastewater use can be utilised in agriculture by the integrated application of measures as wastewater treatment, crop selection and restriction, wastewater irrigation techniques etc. However, the criteria for wastewater treatment intended for reuse in irrigation differ considerably. While it is intended that disease causing viruses are removed to the maximum extent possible, some of the biodegradable organic matter and nutrients available in the raw wastewater need to be maintained.
In many arid and semi-arid countries, facing water shortages due to lack of proper precipitation, wastewater is an important source of irrigation water. The increasing demands for both food and water by the growing population, requires the agricultural sector to increase food production with lesser use of natural water resources. The use of treated wastewater for irrigation is the solution, but it requires a lot of expertise.
Conclusion
Re-use of waste water can help to maximize the use of limited water resources. It can help to contribute in national development. Even though there is environmental damage caused by re-use of waste water, it should be minimized as much as possible. Steps should also be taken to minimize the health risks associated with re-use of waste water so that the community at large and the economy do not face problem. Collaboration between users, authorities, and the public is needed.Exchange of ideas, experience, strategies between the planners and beneficiaries is of utmost importance.Government support and encouragement is needed at all levels.
you can view video on Wastewater Treatment: Reclamation and Utilisation of Low Quality Water |
References
- Barucha, Erich (2013). Textbook of environmental studies for UG courses (2nd ed.). University Grant Commission. University Press (India) Pvt Ltd. New Delhi.
- Helmer, R. and Hespanho, I. (ed.). (1997). ‘Water Pollution Control – A Guide to the Use of Water Quality Management Principles’. United Nations Environment Programme, the Water Supply &Sanitation Collaborative Council and the World Health Organization. Thomson Professional, 2-6 Boundary Row, London, UK.
- http://www.dlist-benguela.org/
- Jimenez, B. and Asano, T. (2008) ‘Water Reclamation and Reuse around the World’. In: Jimenez, B. and Asano, T., Eds., Water Reuse: An International Survey of Current Practice, Issues and Needs, IWA Publishing, London, 648.
- Mara, D., and Cairncross, S. (1989). Guidelines for the Safe Use of Wastewater and Excreta in Agriculture and Aquaculture. WHO, Geneva.
- Pescod, M.B. (1992). Wastewater Treatment and Use in Agriculture. FAO Irrigation and Drainage Paper 47. Food and Agriculture Organization, Rome, 1992.
- Report of WHO Scientific Group, (1989). ‘Health Guidelines for the Use of Wastewater in Agriculture and Aquaculture’. Technical Report Series No. 778. World Health Organization, Geneva.retrieve from
- http://www.who.int/water_sanitation_health/resourcesquality/watpolcontrol.pdf
- Sahu, V. and Sohoni P. (2014). ‘Water quality analysis of river Yamuna – the Delhi stretch’.International Journal of Environemntal Sciences, 4(6), pp.1177-1189.
- Sharma, P.D. (2000). ‘Ecology and Environment’, Rastogi Publications, Meerut.
- Shuval, H.I., Adin, A., Fattal, B., Rawitz, E., and Yekutiel, P. (1986). Wastewater Irrigation in Developing Countries: Health Effects and Technical Solutions, World Bank Technical Paper No. 51, World Bank, Washington.
- Singh, J. and Dhillon, S. S., (1995). “Agricultural Geography”, 2ndedition, Tata Mcgraw Hill Publishing Company Limited, New Delhi.