2. Introduction w Objectives: w Check water distribution system in the university and determine contaminated point in the system to be treated. w Suggest appropriate treatment to eliminate the possible contamination

3. Introduction w Limitation of the Study: w To investigate drinking water distribution system in Islamic University by detection of primary indicator pathogenic bacteria of 220 sample and perform three chemical tests including dissolved oxygen, nitrate and chloride on each sample and PH measurements as physical parameter

4. Literature review

5. Introduction of water contaminations Microbial contamination w There are four main types of micro organism that can contaminate drinking water: w Bacteria w Virus w Protozoa w Fungi

6. Bacterial Contamination Water borne Disease can caused by different type of bacteria. Most of bacterial pathogen may found in distribution system illustrate in this table.

7. Major diseaseorganism Typhoid feverSalmonella typhi Paratyphoid feverSalmonella paratyphi gastroenteritisSalmonella typhimurium Gastroenteritis(salmonell osis) Other salmonella sp. Bacillary dysentery Shigella choleraVibro cholerae gastroenteritisEnterovirulent E.coli gastroenteritisYersinia enterocolitica gastroenteritisCampylobacter jejuni Legionnaires disease, Pontiac fever Legionella pneumophila

8. Virus Contamination Water may also play a role in the transmission of virus with different mode of action such as: Hepatitis A and B virus, Rotavirus and others. w Others include: w Poliovirus : poliomyelitis w Enteric adenoviruses: gastroenteritis w Hepatitis E : liver inflammation

9. Protozoa Contamination: Giardia lamblia, cryptosporidium parvum and Entamoeba histolytica are the major intestinal protozoal pathogens that contaminate drinking water.

10. Primary Indication of Contamination The organisms most commonly used as primary bacterial indicators of faecal pollution are the coliform group which. are: w Member of Family Enterobacteriace. w Non spore forming bacteria w Can ferment lactose at 35-37ºC Total coliform bacteria

11. w The total coliform bacteria group includes both faecal and environmental species which include: w Escherichia coli. w Citrobacter. w Klebsiella. w Enterobacter.

12. Bacterial fecal indicator should be: Abundant in faeces and sewage. Absent or at least very small in number from all other sources. Capable of isolation and identification easly.

13. Total coliform bacteria w These Organisms can survive and grow in water distribution system, they can be used as: w Indictor of treatment effectiveness. w To assess the cleanliness and integrity of distribution system and the potential presence of biofilms.

14. Faecal coliform w E. coli is the predominant coliform in faeces and the only member of the coliform group exclusively associated with faeces. w Other organisms can also be used as indicator of faecal pollution such as: w Faecal streptococci. w Clostridium perferingens.

15. Biofilm in Distribution System w Many different microbes have demonstrated the ability to survive in the distribution system with some possessing the ability to grow and produce biofilms. w Water distribution system biofilm is a complex mixture of microbes organic and inorganic material accumulated amidst a microbially produced organic polymer matrix attached to the inner surface of the distribution system.

16. Steps of biofilm development: w Trace organic material deposits on water/solid interface forming conditioning layer which allow initial attachment of material cell. w Planktonic (free floating) bacteria approach the pipe wall and become entrained with in the boundary layer where flow velocity falls to zero result in reversible adsorption.

17. w Some of reversibly adsorbed cells may permanently adhere the cell to the surface and become irreversibly adsorbed. w Biofilm bacteria excrete extra cellular polymeric substance (sticky polymers) which : w Hold the biofilm together. w Act as nutrients for bacterial growth. w Protect bacteria from biocides.

18. Chemical contamination chemical contaminant of drinking water are often considered a lower priority than microbial contaminants. w Nitrate: w Excessive concentration of nitrate in drinking water can be hazardous of health, especially for infants. w Methmoglobinemia result from high concentration of nitrate. Major chemical contaminant:

19. Chloride w Chloride in drinking water is generally not harmful to human beings until high concentration are reached, although it may be harmful to some people suffering from heart or kidney disease w Other health effect chemical contaminants: w Fluoride w Sodium w Arsenic w Lead

20. Literature review Treatment of water contamination. Sanitization Method Of bacteria Oxidizing biocidesNon oxidizing biocides Physical Treatment --- Heat - Mechanical removal -Quaternay - ammonium compounds. - Anionic and nonionic surface active agent. - Chlorine - Chlorine dioxide - Ozone

21. Methodology

22. Methodology This is microbiologically and chemically study to detect the quality of water distribution system.

23. Number of sample after treatment Number of sample before treatment Type of sample -4Municipality source - 2Well source 22Central filter 737Reservoir (mun) 620Reservoir (filter) -9Kitchen (mun) 723Kitchen (filter) 930Refrigerator -39bath -12Lab 010Other 31188Total Distribution of samples: Methodology

24. Methodology Sampling collection Collection of sample is vary depend on the type of the source of water. Sampling from Taps - Flaming the tap by 70% ethanol saturated cotton swab. - Water was allowed to run for at least 2-3 minutes in order to flush refrigerator for sample collection

25. Methodology Reservoirs Sample Collection - Sterilization of outer surface of bottle by 70% ethanol - Dipping of sterilized bottle inside reservoirs using long forceps.

26. Methodology Well Sample Collection - Collection from well was performed after sterilization of nearest tap water before water passes into reservoirs. Central Filter Sample Collection - Sterilization of plastic tap filter with 70% ethanol. - Water were allowed to run for 5 minutes before the sample was taken.

27. Methodology Microbiological analysis Media and Reagent - Nutrient Agar -Endo-media Total plate count analysis - 100µl of sample were spread on NA by L- shaped glass rod. - Incubation at 37C for 24 hr before counts was done. - Colonies were counted as CFU/100ml.

28. Methodology Total Coliform Membrane Filtration Method : -Filtration of 100 ml water sample on membrane filter. -Picked up filter paper on specified media. - Incubation at 37C for for 24hr

29. Methodology - Pink colony counted as presumptive total coliform. - Green metallic colony counted as presumptive E.coli.

30. Methodology Chemical and Physical Analysis Nitrate Analysis Ultraviolet spectrophotometric method used for nitrate determination. Chloride Analysis Silver nitrate titration was performed to determine chloride concentration as mg/l. silver nitrate titration for chloride determination

31. Methodology PH Measurement Using pH meter Dissolved Oxygen Using DO meter

32. Result and Discussion

33. Microbiological Analysis

34. Microbiological analysis Total plate count (TPC) w The range of TPC in tested samples varied from as low as 1000CFU/100ml to TNTC,with the exception of 14 samples which did not show any growth. w TPC value increased were water flow from main sources to finished taps.

35. Total plate count (TPC) w Some pathogenic bacteria with distinctive appearance were isolated and defined from some samples, such as Serratia and Pseudomonas auroginosa Red colonies of Serratia were observed on NA in filter reservoir sample

36. Total plate count (TPC) Green colony of Pseudomonas auroginosa observed on NA in different samples

37. Total plate count (TPC) w It observed that highest levels of TPC correlated with the age of building; older building such as (teeba, admission, medical service, student and academic affairs buildings) showed higher levels than new building. TPC count CFU/100ml AdministrationTEEBACLBuilding 1000400000Minimum 142*10³500*10³40002000Maximum 31.5*10 ³303.4*10³1285750Average

38. Total plate count (TPC) w During the study period, some reservoirs in these building were found open or their cover not completely secure which indicate that there is a shortage of inspection to prevent such contamination that may result from dust or other sources (e.g., animals, insects and birds).

39. Total coliform (TC) w Samples collected showed that approximately 76% were contaminated with total coliform with a range varying from one CFU/100ml to TNTC. The rest of the samples (24%) were negative for Total coliform.

40. Total coliform (TC) w 23% of all reservoirs sample were contaminated with TC w 100% of all filter reservoir samples were contaminated with TC w 33%of all municipality reservoir samples were contaminated with TC

41. Total coliform (TC) w Highest main sources contamination observed in well. The following table illustrate total coliform levels in the three main sources in the university during the study period. TC count CFU/100mlSOURCE MarchFebruaryJanuary 61-Municipality line(1) --4Municipality line(2) -134 8Well 20022Central filter

42. Total coliform (TC) w 80% of refrigerator samples were contaminated with Total coliform, and only 20% of samples were negative for TC.

43. Chemical Analysis

44. Chemical analysis Chloride w It observed that: w 93% of municipality samples did not comply with WHO standard, it exceeded 250mg/l w The following table summarize the result for filter and mun samples filtermun 22115 Minimum 355572 Maximum 75.5372.7 Average 40.468.38 Standard deviation 68.82365.5 Geometric mean

45. Chloride w Lowest percentage failure chloride were found in N and D building, while highest percentage failure were found in E and C building. w Central filter has the ability to decrease 70% of chloride concentration from the main sources

46. Nitrate analysis: w The efficiency of central filter to decease nitrate concentration is about 40%. 1: mean of reservoir before filtration. 2: central filter, 3: mean of reservoir after filtration, 4: filter out let (kitchen) D500 5:D400, 6:D300, 7:D200, 8:D100, 9:D000

47. Nitrate analysis: w Summarize of nitrate result for filter and municipality samples illustrate in this table: FILTERMUN 15.0741.75Minimum 82.34120.6Maximum 36.3369.03Average 13.6616.87Standard deviation 34.3367.16Geometric mean

48. PH w For all samples were tested for PH measurement, results were showed in normal range according to Palestinian standard (6.5-8.5). w Summary of pH result for filter and mun samples FILTERMUN 7.056.8Minimum 8.218.4Maximum 7.537.83Average 0.250.28Standard deviation 7.527.83Geometric mean

49. Dissolved oxygen w Dissolved oxygen measurement results were showed significant change for all samples, and this variation may be due to change in temperature during study period. w Normal range for DO is (6-8ppm) w summary of DO result for filter and municipality samples FILTERMUN 2.83.4Minimum 11.711.4Maximum 6.066.15Average 1.441.37Standard deviation 5.916.01Geometric mean

50. Analysis and Correlation of Microbial and Chemical test

51. Analysis and correlation of microbial and chemical test w In this study tests were performed showed different correlation between chemical and microbial analysis results.

52. Analysis and correlation of microbial and chemical test 1: reservoir (main) 2: E: 507 bath, 3:407, 4: E307, 5: E207, 6:E: 107, 7: E007

53. Analysis and correlation of microbial and chemical test w Correlation between TPC and nitrate concentration in C-building (mun) 1: mun source, 2: reservoir (mun), 3: mun out let C5011 4: C401, 5: C301, 6: C101

54. Result After Treatment

55. Result after treatment w Randomly collected samples were re-tested to measure the efficacy of water treatment and the integrity of the distribution system w Treated units were retested showed an elevation of total coliform and total plate count per 100 ml, and related changes in nitrate concentration.

56. This elevation may be due to many reasons including: w Inadequate or insufficient treatment were applied w Biofilm sloughing from pipes. w Disinfectant resistant may be another cause of increase the contamination after treatment.

57. Tc of ref samples before and after treatment

58. w The following figure show the correlation between chloride and nitrate concentration and total coliform count were tested for refrigerator sample after treatment Total coliform, nitrate and chloride concentration in refrigerator sample (N100)

59. Total coliform, nitrate, and chloride concentration in central filter 1: Central filter before treatment 2: Central filter after treatment 3: Central filter after change the station

60. Conclusion and Recommendation

61. w It is not meaningful or practicable to strive for a sterile drinking-water network devoid of all microorganisms. The principal objective is to remove pathogenic organisms from the water supply and prevent contamination during distribution system. w Chemical, physical and microbial parameter should meet WHO and Palestinian standard to avoid adverse health effect that may cause for consumers.

62. Conclusion and Recommendation w The result in this research showed high average number of heterotrophic plate count and total coliform in drinking water and this is not safe for students and workers consumption as its levels of contamination are high and exceed by far the allowable limits, and this poses a health risk for the consumers. w The High regrowth of heterotrophs and total coliform occurring after chlorination indicates the inefficiency of chlorination steps or the levels of chlorine in treated water were low.

63. Conclusion and Recommendation w The occurrence of bacterial regrowth within distribution system is dependent upon a complex interaction of chemical, physical and operational parameters. No single factor could account for all the coliform occurrences, all these parameter in devising a solution to regrowth problem must be considered.

64. Conclusion and Recommendation w Sanitary inspections should be carried out regularly by specialist worker on all water distribution system in university and not merely the points were analyzed. w Periodically maintenance of Reverse Osmosis purification system should be taken to check the efficiency of R\O in filtration of water to prevent microbial contamination that may be occurred in the distribution system.

65. Conclusion and Recommendation w Educate students for good use of the refrigerators which is used for drinking in the university and use it carefully with good hygiene to prevent contamination that may be occur inside

66. Thanks TO w Dr.Abdelraouf Elmanama w Medical Technology Department w Environmental and Rural Research Center w Administration of University