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Water Pollution
This document provides an overview of water pollution and water quality parameters. It defines water pollution and describes various water sources. It then discusses key water quality parameters including physical parameters like turbidity, taste and odor, temperature; chemical parameters like pH, hardness, metals, BOD and COD; and biological parameters like pathogens. The document also covers water quality monitoring and control policies in Malaysia. It concludes with discussing effects of pollutants on the environment and humans and principles of water treatment.
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Water Pollution
- 1. Water Pollution MsNoor Rosyidah Binti Sajuni School of Engineering [email protected]
- 2. 2 Content •Definition, • Water Source • Water quality parameter (includes physical, chemical and biological), • Sources of pollutants, • Type of pollutants, • Unit of measurement, • Water quality control policy, • Effects of pollutant to environment and human, • Principle of water treatment in industrial and domestic.
- 3. 3 Definition •Water – Earth’s surface is covered by 71% water – Essential for life – can survive only a few days without water • A watershed describes the total area contributing drainage to a stream or river • May be applied to many scales – A large watershed is made up of many small watersheds
- 4. 4 Use ofWater Resources Humans directly or indirectly use about 54% of reliable runoff Withdraw 34% of reliable runoff for: • Agriculture – 70% • Industry – 20% • Domestic – 10% Leave 20% of runoff in streams for human use: transport goods, dilute pollution, sustain fisheries Could use up to 70-90% of the reliable runoff by 2025
- 5. 5 Four MajorTypes of Water Pollution
- 6. 6 Safe drinkingwater • Free from pathogenic organisms • Clear • Not saline • Free from offensive taste or smell • Free from compounds that may have adverse effect on human health • Free from chemicals that cause corrosion of water supply systems
- 7. 7 Unit Measurement Parameter Value Dissolved oxygen mg/L or ppm Water temperature Degrees C or F pH Total ammonia nitrogen mg/L or ppm Nitrite mg/L or ppm Alkalinity/Hardness mg/L or ppm CaCO3 Salinity g/L or ppt salt ppm: Most dissolved substances found in water are measured in parts per million (ppm) or even smaller amounts. This means that for every one million parts (units) of water there is a certain number of parts of the substance. Concentration: Concentrations of certain substances are also measured in parts per billion, parts per trillion and so on. These are very small amounts but certain substances can be harmful even at these very low concentrations.
- 8. 8 Key waterquality parameters for various water uses
- 9. 9 Water QualityParameters • Physical parameters – Characteristics that respond to the sense of sight, touch, taste or smell. – Six common parameters: Suspended solid, temperature, taste, odor, color and turbidity • Chemical Parameter – Substance that dissolved in water – Total dissolved solid, alkalinity, hardness, metals, organic compounds, and nutrients • Bacteriological/microbiological – Living organism that can be found in the water. – It may lead to bad taste, odor, corrosion and slime production – Pathogen
- 10. 10 Physical parameters:Suspended Solid (TSS) • TSS is the measure of the sediment suspended in the water. • Water with high TSS usually has high Total Dissolved Solids (TDS) as well. • TSS is related to turbidity. • Sediments suspended in the water increase turbidity.
- 11. 11 Physical Parameter:Taste and Odor • Mainly due to organic substances, ,Biological activity, industrial pollution • Taste buds in the oral cavity specially detect inorganic compounds of metals like magnesium, calcium, sodium, copper, iron and zinc • Water should be free from objectionable taste and odor.
- 12. 12 Physical Parameter:Color • May be due to the Presence of organic matter, metals (iron, manganese) or highly colored industrial waste • Desirable that drinking water be colorless • Desirable limit, 5 Hazen unit • Permissible limit 25 Hazen Unit
- 13. 13 Physical Parameter:Turbidity • Caused by suspended matter • High level turbidity shield and protect bacteria from the action of disinfecting agents • Desirable limit-5NTU (Nephelometric Turbidity Units) should be below 1 NTU when disinfection is practiced Permissible limit-10NTU
- 14. 14 Chemical Parameter:Total Dissolved Solid (TDS) • TDS is the measure of the material dissolved in water • This measure is related to hardness, salinity and conductivity • Hard water has more TDS than soft water.
- 15. 15 Dissolved oxygenand water temperature dissolved oxygen and water temperature usually vary over a 24 hour cycle. Surface dissolved oxygen, mg/L Surface water temperature, C 31 29 27 6 a.m. noon 6 p.m. midnight 6 a.m. 15 10 5 0 25 summer Oxygen meter
- 16. 16 Dissolved oxygenand water temperature Stratification can cause dissolved oxygen and temperature to vary at different depths in the same pond. Epilimnion Thermocline Hypolimnion High temperature High dissolved oxygen Low dissolved oxygen Low temperature
- 17. 17 Chemical Parameter:Alkalinity • pH is the measure of hydrogen ion concentration • Neutral water pH-7 • Acidic water has pH below 7 • Basic water has pH above 7 • Desirable limit 6.5-8.5 Beyond this limit the water will affect the mucous membrane and water supply system • Capacity to neutralize acid • Presence of carbonates, bi-carbonates and hydroxide compounds of Ca, Mg, Na and K • Alkalinity = hardness, Ca and Mg salts • Alkalinity > hardness - presence of basic salts, Na, K along with Ca and Mg • Alkalinity < hardness – neutral salts of Ca & Mg present
- 18. 18 Chemical Parameter:Hardness • Capacity of water for reducing and destroying the lather of soap • It is total concentration of calcium and magnesium ions • Temporary hardness – Bicarbonates of Calcium and Magnesium • Permanent hardness – Sulphates, chlorides and nitrates of calcium and magnesium • 0 – 50 mg/l - soft • 50 – 150 mg/l - moderately hard • 150 – 300 mg/l - hard • 300 above - very hard • Surface water is softer than ground water • Causes encrustations in water supply structures
- 19. 19 Alkalinity andHardness alkalinity hardness Total titratable bases Total divalent salts bicarbonate HCO3 - carbonate calcium magnesium CO3 -- Ca++ Mg++ Calcium bicarbonate Ca( HCO3 )2 Calcium carbonate CaCO3 Magnesium bicarbonate Mg( HCO3 )2 Magnesium carbonate MgCO3
- 20. 20 Alkalinity isa measure of the bases that can be neutralized by acid. Most alkalinity in water used for aquaculture is a result of bicarbonates ( HCO3- ) and carbonates ( CO3-- ). Hardness is a measure of the divalent salts and is normally found in waters used for aquaculture as calcium ( Ca++ ) and magnesium ( Mg++ ). Alkalinity and hardness are normally the same concentration in waters used for aquaculture because calcium and magnesium combine with the bicarbonates and carbonates. However, some waters can have a high alkalinity and low hardness or low alkalinity and high hardness. Total alkalinity and hardness above 25 mg/l is considered adequate for aquaculture of fishes. Crustaceans require about 40 mg/l total hardness for best growth.
- 21. 21 Alkalinity andHardness The form alkalinity takes is linked to pH of the system.
- 22. 22 Chemical Parameter:Metal IRON • One of the earth’s most plentiful resource • High iron causes brown or yellow staining of laundry, household fixtures • Metallic taste, offensive odour, poor tasting coffee • Cause iron bacteria • Acceptable limit – 0.3 mg / l Fluoride • Occurs naturally • Long term consumption above permissible level can cause – • dental flurosis (molting of teeth) • Skeletal flurosis • Acceptable limit – 1 mg / l • Maximum permissible limit – 1.5 mg / l • Remedy – 1) Deflouridation 2) Mixing Fluoride free water 3) Intake of vitamin C,D, calcium, antioxidants
- 23. 23 Arsenic •Occur in ground water • Industrial waste, agricultural insecticide • High arsenic causes 1) various type of dermatological lesions, muscular weakness, paralysis of lower limbs, can also cause skin and lung cancer • Acceptable limit – 0.05 mg / l Heavy Metal • Present as mineral in soil and rocks of earth • Human activities Battery – Lead & Nickel Textile - Copper Photography – Silver Steel production – Iron
- 24. 24 Chemical Parameter:BOD & COD
- 25. 25 Biochemical OxygenDemand (BOD) • As micro-organisms decompose (through respiration) organic matter, they use up all the available oxygen. • BOD is amount of oxygen required to decay a certain amount of organic matter. • If too much organic matter is added, the available oxygen supplies will be used up. • The definition is: – 1 mg/L of BOD will, after uptake by bacteria, decrease the DO level by 1 mg/L. Note: 1 mg/L of BOD may correspond to more or less than 1 mg/L of the offensive substance. – BOD is determined in the laboratory by measuring the depletion of dissolved oxygen in the contaminated water placed in a closed container, over the course of several days (usually 5 days)
- 26. 26 Calculating BOD volume of undiluted sample volume of diluted sample sample size Dilution factor P DO DO P BOD x volume of wastewater sample volume of wastewater sample plus dilution sample DO dissolve oxygen concentration in blank af tert day of incubation mg L b t DO dissolve oxygen concentration in sample af tert day of incubation mg L s t P dilution factor DO DO DO DO f ( ) ( ) , P BOD DO initial dissolve oxygen of sample s , i DO initial dissolve oxygen of blank f ratio of seed in diluted sample to blank ( ) /( ) , / , / 100 , , , , , , , , volume of seed in diluted sample volume of blank b i s i s t b i b t t b t s t t
- 27. 27 • TheBOD of a wastewater sample is estimated to be 180mg/L. – What volume of undiluted sample should be added to a 300 mL bottle? What are the sample size and dilution factor using this volume? Assume 4 mg/L BOD can be consumed in the BOD bottle. – What is the BOD5 of wastewater sample if DO values for the blank and diluted sample after 5days are 8.7 and 4.2 mg/L, respectively.
- 28. 28 Chemical Parameter:Nutrient Excess nutrients cause algal blooms. As algae die and decay, the high bacterial load rapidly consumes dissolved oxygen. Nitrate • Increasing level of nitrate is due to Agricultural fertilizers, manure, animal dung, nitrogenous material ,sewage pollution (blue baby diseases to infants) • Under normal conditions, the nitrogen cycle keeps the amount of available nitrogen in balance with the demands. However, excessive use of fertilizers and nutrient rich sewage release have created a surplus of nitrate. The result is eutrophication from excess algae and bacteria with reduced dissolved oxygen. Phosphate • Phosphate’s concentrations in clean water is generally low; however, phosphorus is used extensively in fertilizer and other chemicals. • The primary sources of phosphates to surface water are detergents, fertilizers, and natural mineral deposits. • High levels of phosphate can over stimulate the growth of aquatic plants and algae.
- 29. 29 Biological Parameter:Pathogens • Capable of infecting and transmitting diseases to human – Bacteria: – Virus: smallest microorganisms with sizes range from 0.01 to 0.3 μm. Could cause certain disease like hepatitis, flu, jaundice, polio – Protozoa: simplest animal species. Infection are usually characterized by gastrointestinal disorders. – Fungi: can produce musty taste and odour as well as colour and turbidity. – Algae: Increase the level of DO in water. But too much of algae, will affect taste and smell and can reduce the intensity of light penetration.
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- 31. 31 Water qualitycontrol • The WHO guidelines divide water quality parameters into two categories: – i. Health guidelines, which take into account chemical and radiological constituents that have the potential to directly adversely affect human health; and – ii. Acceptability guidelines, which include parameters that may not have any direct health effects but result in objectionable taste or odour in the water.
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- 34. 34 Water QualityMonitoring: Malaysia Perspective • National Monitoring Network Established in 1978. • Aims – to establish the status of river water quality; – To detect changes in water quality as a result of development activities. • To-date, 902 manual stations in 120 basins (462 rivers). • Program include: – In-situ measurements (more than 6 parameters: Turbidity, dissolved oxygen, salinity, temperature, pH and electrical conductivity.) – Sampling and Laboratory Analyses (24 physicochemical and biological parameters). 10 Automatic water quality monitoring stations on major rivers • To detect changes in river water quality on a continuous basis. • Water Quality levels violating the ambient standard for specific parameters will be transmitted real-time to DOE.
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- 37. 37 Effects ofpollutant to environment and human
- 38. 38 Principle ofwater treatment WHO water treatment guidance The following should be monitored • Sources of water • Treatment procedures • Water treatment equipment • Treated water tests • Monitoring records required
- 39. 39 Pre-treatment steps 1. Primary filtration and multi-media filter 2. Coagulation or flocculation 3. Desalination 4. Softening
- 40. 1.A typical waterpre-treatment system involves several steps, from physical removal of impurities to chemical treatment. Water is passed through coarse filters or screens to remove sticks, leaves and other large objects. Sand and grit settle out of the water during this stage. Next is filtration with a multi-media filter. The different media types are effective at removing suspended solids at sizes as small as 5 to 10 micrometers. Some manufacturers may simply use a sand filter. All these filter types need to be periodically back-washed. 2.Flocculation, coagulation, and sedimentation are the subsequent treatments. During coagulation, aluminium or iron sulphate is added to the raw water, forming sticky elements that attach to small particles made up of bacteria, silt and other impurities. This “floc” sinks. This is called flocculation, sedimentation and clarification. 3.Manufacturers who source their own water should have as a minimum screens and sand filters before further purification. Desalination is sometimes used by manufacturers to remove sodium chloride if only brackish water is available. 4.Softening, to remove “hardness” due to calcium and magnesium, is covered in greater detail in some of the following slides. 40
- 41. 41 Flow DiagramOf Conventional Surface Water Treatment Plant.
- 42. 42 Flow DiagramOf Membrane Filtration Water Treatment Plant.
- 43. 43 (Mihelcic &Zimmerman)
- 44. 44 Surface WaterTreatment Conventional Treatment Direct Filtration
- 45. 45 Flow DiagramOf Reverse Osmosis Water Treatment Plant.
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- 48. 48 Schematic OfCoagulation Process.
- 49. 49 Softening •Hardness is defined as the sum of all polyvalent cations. The total hardness (TH) is defined as : 2 2 3 • Although all polyvalent cations contribute to hardness, the predominant contributors are calcium and magnesium. • Total hardness is often broken down into 2 components: – Associated with carbonate – Associated with noncarbonate hardness • Carbonate hardness is defined as the amount of hardness equal to the total hardness or the total alkalinity. Carbonate hardness can be removed by heating the water because solubility of calcium and magnesium bicarbonates and carbonate decreases with increasing with temperature. • Noncarbonate hardness is defined as the total hardness in excess of alkalinity. It could not be removed when water is heated. i i TH Ca Mg Fe .... (X n ) 1 3 HCO
- 50. 50 Lime-Soda Softening • In lime-soda softening: Ca CO CaCO s ( ) 3 2 3 Mg OH Mg OH s 2 ( ) ( ) 2 2 2 • The objective is to precipitate the calcium as CaCO3 and magnesium as Mg(OH)2. • Softening steps: – Neutralization of carbonic acid: • To raise the pH, we must neutralize any free acid present in the water. H CO Ca OH CaCO s H O 2 3 2 3 2 ( ) ( ) 2 – Precipitation of carbonate hardness 2 2 ( ) 2 ( ) 2 Ca HCO Ca OH CaCO s H O 3 2 3 2 – Removal of noncarbonate hardness due to calcium by additional of soda ash. To remove magnesium is by add both lime and soda. Ca 2 Na CO CaCO (s) 2Na 2 3 3
- 51. 51 Sedimentation •Surface water containing high turbidity may require sedimentation prior to subsequent treatment. • Normally the detention time of sedimentation basins is 2-4 hr, the particles can be settle in this time and removed. • Sedimentation basins are usually rectangular or circular with either a radial or upward water flow pattern. Filtration • Filtration is the process by which water flows slowly through a bed of granular media, usually sand, coal or garnet. • As the water passed through the media, particles become trapped due to several mechanism: interception, flocculation, straining, and sedimentation.
- 52. 52 Disinfection •Disinfection is used in water treatment to kill pathogens. Disinfection is not the same as sterilization. Sterilization implies the destruction of all living organisms. • Chlorine has been commonly used as disinfection. • The effectiveness of chlorine depend on several factors: – Dosage (concentration) – Contact time – Turbidity – Other reactive species – pH – Temperature
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