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Defluoridation by Adsorption

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Presentation on theme: "Defluoridation by Adsorption"— Presentation transcript:

1 Defluoridation by Adsorption
Presented By: Emily Stewart, Rachel Sparks, Sajeev E.M., & Erin Kennedy

2 Agenda Problem Statement Groundwater Situation in Odisha
Defluoridation Methods Preliminary Analysis Specifics on Adsorption Technique Common Adsorption Materials Selection Criteria & Recommendation Additional Questions & Information Required

3 The Problem India’s economy dependent on agriculture
There has been a shift from seasonal to year-round cropping to address food security Groundwater used to supplement irrigation Quality and quantity of groundwater degraded by natural and human activities Detrimental effect on the quality of crops and public health

4 Solution Methodology Define area of study
Amount of groundwater used for irrigation Extraction methods Chemical composition of water Type and intensity of cropping Effects of contaminated water on crops and health Suggest point/on-farm treatment methods

5 Groundwater in Odisha Total usable groundwater resource = 12.6 BCM (12.6x1012 L), Around 390,000 groundwater structures employed for irrigation, 2004 Dug well (92%) Shallow tube well (4%) Filter point tuber well (3%) 4.7 BCM of groundwater was used for irrigation in 2001 Projections indicate groundwater use for irrigation could rise to 9.4 BCM by 2050

6 Groundwater in Odisha cont.
Groundwater affected by: High fluoride concentration (>1.5 mg/L) High iron concentrations (>1 mg/L) High nitrate concentrations (>45 mg/L) Presence of these pollutants in groundwater causes health issues and affects the quality/yield of crops Study focuses on treating high fluoride concentrations in ground water

7 Defluoridation Methods
Common methods include: Adsorption and ion exchange Precipitation Membrane filtration process Distillation Membrane filtration and distillation are advanced and not deployable in developing countries Conduct preliminary analysis to select treatment method

8 Preliminary Analysis Green – Most suitable
Orange – Average suitability Red – Not suitable

9 Adsorption Through Ion Exchange
Process involves passage of water through a contact bed where fluoride is removed by ion exchange or surface chemical reaction with solid bed matrix Water is filtered down through column packed with an ion exchange resin When adsorbent becomes saturated with fluoride ions (F-), material must be backwashed (recharged) with a mild acid or alkali solution to clear and regenerate it Exchange reaction: AB + CF  AF +CB where A and C are cations and B and F are anions Double replacement occurs with the fluoride anions exchanged leaving the remaining water with less fluoride.

10 Adsorption Apparatus (Drinking Water Treatment)

11 Common Adsorption Materials
Dosage Cost Advantage Disadvantage Activated Alumina (Al2O3) 100 mg alumina/mg F (1200 g F/m3) pH of 6.5 $700-$1400 per metric ton 85-95% effective Lots of past experience in this type of technique (therefore lots of literature on how-to) Usable at household & community level Low energy consumption High capacity Periodic regeneration of material required Slightly more expensive than other materials Suitable grade may not be readily available in Odisha Training on handling of materials required Bone Char 1000 g F/m3 pH > 7 Locally available Low cost Good capacity Low efficiency Affected by high alkalinity May not be culturally acceptable (possibly animal bones more acceptable?) For drinking: if improperly prepared, imparts taste and odor to treated water Activated Alumina: Bauxite: Activated Carbon: Red Mud:

12 Common Adsorption Materials cont.
Dosage Cost Advantage Disadvantage Bauxite (Al(OH)3) “red mud” is a solid waste from refining of bauxite Effective in pH range 5-7, max effectiveness at pH of 6.4; (not effective above pH of 10) $20-$30 per ton Locally available Likely low cost – will need further research into actual cost Adsorption highly dependent on concentrations of other anions (sulphate (SO42-), nitrate (NO3-), and phosphate (PO43-)) due to competition with each other for aluminum based materials. Limited literature available Sujana. Activated Carbon Variable dosage Most effective at pH < 3 >90% effective Usable at household & community level Many interferences Large changes in pH before & after treatment Relatively high cost Medium operator skill level

13 Common Adsorption Materials cont.
Dosage Cost Advantage Disadvantage Coconut Shells & Paddy Husk Charcoal (specific types of activated carbons) Variable dosage Effective at low pH (1.7 in experiment) Low cost Local availability Usable at household and possibly small community level Effectiveness of coconut fiber charcoal significantly increased with zirconium ion impregnation. Not effective at commercial level (depending on size of farm, it may not be appropriate) Varying effectiveness

14 Selection Criteria & Recommendation
Activated Alumina Key Selection Criteria Use of treated water Cost of method Effectiveness Problems due to break point Effect of other chemicals Size and capacity of method Quality of water (high pH issues and other chemicals) Social acceptance Reasons Used mostly for drinking water, but seems feasible to increase capacity for irrigation Relatively low cost Effective (85-95%) at pH of 6.5 Material available locally Easy to implement Socially acceptable, but training necessary on handling of chemicals

15 Additional Questions / Info Required
Chemical composition of groundwater? Effect of interference due to other contaminants? Factors affecting fluoride uptake capacity: Grade of activated alumina Particle size Water chemistry: pH, alkalinity, fluoride concentration (effective range of process), temperature Exact source of irrigation water at specific farms? Groundwater or surface water or both? Does Odisha (and specifically the local community we are working with) treat water for irrigation? How much do they treat water for drinking water requirements?

16 Additional Questions / Info Required
What volume of treated water is needed? Irrigation water rotation between surface and treated groundwater may still be a possible option. What time is available/acceptable for treatment? Additional costs: apparatus materials, regeneration chemicals, maintenance tools/materials, preliminary treatment chemicals, testing equipment? Type and intensity of crops? Further information on exact effect of fluoride on crops: stunting growth/damaging of crops or indirect damage to health from human consumption of crops?


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