Quality of Artesian Water | Analysis

Quality of Artesian Water | Analysis Evaluation of the microbiological and physicochemical quality of Artesian well water used for irrigation in ArRiyadh Sulaiman Ali Alharbi1*, M.E.Zayed1, Arunachalam Chinnathambi1, Naiyf S. Alharbi1 and Milton Wainwright1,2 Abstract The quality of water from artesian wells used for irrigation was analyzed. Water samples were collected from 12 wells from different farms along a 8.5 km transect of the Hayer which is an area located approximately 35 km south of ArRiyadh. The major parameters for assessment of the groundwater quality used here were analysis of the major cations (K+, Na+and NH4 +) and the major anions (Cl-, SO42-, NO3- and PO43-). A total dissolved solid (TDS) is a summation of the all major constituents. pH, temperature and electrical conductivity (EC) were also measured as important indicators of groundwater quality. The samples were also tested for the presence of total and fecal coliforms bacteria. All the samples were free from contamination by coliforms bacteria; the physicochemical parameters of the all of the samples were not however, within the acceptable limits prescribed by WHO and FAO. Key words: Physicochemical quality, Artesian well water quality, Irrigation, coliforms, Cations      Ã‚   Introduction Water from rivers, lakes, reservoirs, and groundwater aquifers is an essential human resource and is needed for direct consumption as well as for recreational purposes1. Groundwater is a vital source for fresh water in Saudi Arabia and the surrounding Gulf states2; groundwater being the major source of both potable and irrigation waters in Saudi Arabia. As the population of Saudi continues to increase, especially in the big cities such as ArRiyadh, the demand for adequate and high-quality groundwater resources continues to increase. The Kingdom of Saudi Arabia (about 2.25 million km2) is one of hottest and most arid countries in the world, with an average summer temperatures of 46oC and an average rainfall of 120 mm per year over most of the country2. The available surface water and groundwater resources is limited, precipitation rates are low, while evaporation is high. With increasing population and agricultural use there is an increasing need for high quality water in Saudi Arabia 3. The total population of Saudi Arabia has increased from about 7.7 million in 1970 to 11.8 million in 1990 and is expected to reach 19 million in 2010, if the present growth rate of 3 per cent per annum continues. Consequently, domestic water demand has increased from about 446 MCM in 1980 to about 1,563 MCM in 1997, and is expected to reach 2,800 MCM in 20104,5. Agriculture accounts for some 88% of water use, while industry consumes only around 3%6. Saudi Arabia faces severe water problems and as a result, is in need of new water policies to achieve sustainable development in its harsh environment. Problems include balancing supply and demand while facing aridity and water scarcity, nonrenewable supplies, poor quality of ground water, poor distribution of supplies, salt water intrusion, and the overuse and contamination of aquifers7. Available water resources in Saudi Arabia are a) conventional, i.e. groundwater and surface water, and b) non-conventional such as desalinated seawater and treated waste water. About 88 percent of the water consumption in Saudi Arabia is met from groundwater supplies2.Groundwater is generally presumed to be ideal for human consumption and is used as a potential source of drinking water, agricultural development, urbanization and industrialization8. Around 47% of the water supplied in ArRiyadh is groundwater pumped from local aquifers9. It is estimated that 18% of worldwide cropland is irrigated, producing 40% of all food. Irrigation water and any foliar applied water, in intimate contact to the developing or mature edible portions of fresh produce, is likely to lead to contamination with human waste, although irrigation using surface water is likely to pose a greater risk to human health than irrigation water obtained from deep aquifers drawn from properly constructed and protected wells10. Water-borne pathogens infect around 250 million people and result in 10 to 20 million deaths world-wide each year. An estimated 80% of all illness in developing countries is related to water and sanitation, with some 5% of all child deaths under the age of five years occurring in developing countries resulting from diarrheal diseases 11,12. Pathogens pose a risk to human health as a result of the various uses of water (Figure 2). For example, it was suggested that contaminated irrigation water was a possible source of a recent outbreak of E. coli across USA13. Fruit and vegetables are frequently contaminated impacted by fecally-polluted irrigation water14. As a general rule, surface water resources are more susceptible to microbial contamination than are groundwater supplies. Microbial contamination introduced through sprinkler irrigation systems may also affect the surface of a crop for varying periods of time, and the risk is increased when the irrigated crop is consumed raw and so metimes unwashed15. Pathogen-contamination of fresh, ready-to-eat fruits and vegetables is a significant issue in agriculture. In many cases, fecal-oral pathogens such as toxin-producing E. coli, Salmonella spp., and norovirus are the causative agents16. Fecally contaminated irrigation water is frequently a possible or likely source of contamination of fresh, ready-to-eat fruits and vegetables17. According to the Center for Disease Control and Prevention (CDC)18, at least 12 percent of foods borne outbreaks during the 1990s were attributable to fresh produce, and the economic cost of food borne illness is estimated at around $10 to $83 billion per year19. Water is subject to varying degrees of fecal pollution, and consequently fresh waters are a vector transmission of many pathogenic bacteria, viruses, and protozoa. Fecal pollution can reach water resources as the result of human activities, such as sewage treatment plants and communities where sewage treatment is not available. Many diseases are related to fecal polluted water, but the majority is caused by enteropathogenic microorganisms, and not surprisingly therefore, the presence of enteric pathogens in waters is of considerable concern. For this reason, maintaining the microbiological safety of water is very important issue relating to the protection of public health1. Washing and disinfection practices are less effective against pathogens which in penetrate the plant interior20., and for this reason the prevention of water-borne contamination is considered to be an important primary means of controlling health risk associated with food borne pathogens19. The quality and safety of farm irrigation water determines the quality and safety of the resultant crop, and the safety of water depends on its source. Human pathogens can be introduced into irrigation water via run-off of manure from animal production facilities, from domestic/urban sewage systems or directly from wildlife. Extreme rainfall (which lead to storm overflows), spills of manure, or human waste can all increase the probability of the occurrence of contamination21. The quality of water needed for various uses is determined by its physical characteristics, chemical composition, biological parameters and the conditions of use and all surface or sub-surface waters contain varying amounts of salts which increase in irrigated soil due to evaporation. The aim of the work reported here was to determine the microbiological and physicochemical quality of waters obtained from artesian wells used for irrigation near the city of Riyadh. Materials and methods Description of the artesian wells: The samples were taken from wells of depth ranging from (60-100 m); some wells were open while others were closed. Sampling collection: Sampling: All ground water sampling (chemical or microbial) was conducted with the existing well pumps which were run for a sufficient time (10-15 minutes) in order to replace the old water in the pipes with fresh water and thereby obtain reliably stable readings of pH, specific conductance and temperature. Well water depths were measured with a graduated (l/l00th foot) steel tape. A total of three water samples were collected from 12 different wells located in different farms along a 8.5 km transect of the Hayer, which is an area located some 35 km south of Riyadh, during November 2010. The water samples were collected in plastic bottles, pH, EC and TDS were measured on site; samples were subsequently transported to the laboratory in an ice box. Each sample was divided into three portions; one for cation analysis, one for anion determinations and the third for coliform analysis. The concentration of total dissolved ions, Na, K, P, Cl, S04, NH4 and N03 were determined. The analytical procedures used for these determinations were those described in standard methods or the examination of water and wastewater. The evaluation of the suitability of groundwater for irrigation purpose is based here on the irrigation water specification provided by the Saudi Arabian Standards organization (SASO), irrigation water standards 1993, and water quality for use in agriculture by the FAO (1994). (Table 1) shows the concentration (mg/l) of individual constituents, groundwater, hardness, electrical conductance and pH of the groundwater. Coliform determination: Sample Preparation: The samples were diluted in the range- 10-1 to 10-6 and the original water sample were aseptically diluted into 9 ml buffered peptone prepared in three series. The number of total and fecal coliforms was determined using the MPN method and statistical tables were used to interpret the results. From each dilution, 1ml was removed and added aseptically to triplicate tubes containing 5ml of lauryl tryptose broth (LSB). The tubes were then incubated at 37  °C for 48 hours. Tubes showing color change or gas production were recorded as positive, and the number of positive tubes at each dilution was referred to MPN tables to obtain the number of bacteria present in the original sample. Results and Discussion Microbiological analysis: None of the water samples obtained from any of the wells contained coliforms, a fact which shows that the general sanitary conditions around the wells are excellent. Analysis of physicochemical parameters: Physical Characteristics: Table 1 shows the laboratory determinations used, together with the acceptable range to evaluate common irrigation water quality, as prepared by FAO 1994. Table 1. Laboratory determinations used to evaluate common irrigation water quality problems. Water parameter Symbol Unit1 Usual range in irrigation water SALINITY Salt content Electrical Conductivity ECw dS/m 0 3 dS/m (or) Total Dissolved Solids TDS mg/l 0 2000 mg/l Cations and anions Calcium Ca++ me/l 0 20 me/l Magnesium Mg++ me/l 0 5 me/l Sodium Na+ me/l 0 40 me/l Carbonate CO3 me/l 0 .1 me/l Bicarbonate HCO3- me/l 0 10 me/l Chloride Cl- me/l 0 30 me/l Sulphate SO4 me/l 0 20 me/l NUTRIENTS2 Nitrate-Nitrogen NO3-N mg/l 0 10 mg/l Ammonium-Nitrogen NH4-N mg/l 0 5 mg/l Phosphate-Phosphorus PO4-P mg/l 0 2 mg/l Potassium K+ mg/l 0 2 mg/l MISCELLANEOUS Boron B mg/l 0 2 mg/l Acid/basicity pH 1-14 6.0 8.5 Sodium Adsorption Ratio3 SAR (me/l)1, 2 0 15 1 dS/m = deciSiemen/metre in S.I. units (equivalent to 1 mmho/cm = 1 millimmho/centi-metre) mg/l = milligram per litre à ¢Ã¢â‚¬ °Ã†â€™ parts per million (ppm). me/l = milliequivalent per litre (mg/l à · equivalent weight = me/l); in SI units, 1 me/l= 1 millimol/litre adjusted for electron charge. Table 2. Physical parameters of analyzed groundwater samples Sample ID Parameters Temperature (Degree Celsius) pH E.C* (ms/cm) T.D.S** (mg/L) Turbidity (NTU) Total Hardness (mg/L as CaCO3) A 25.0 8.15 3.87 2476 11.30 1800 B 25.5 8.13 8.89 5689 28.70 3000 C 24.5 8.17 4.48 2867 20.50 1200 D 25.5 7.98 3.74 2393 18.00 1400 E 23.5 8.19 5.49 3513 6.24 1000 F 24.5 8.05 9.41 6022 2.98 2600 G 28.0 8.02 9.19 5881 0.73 2800 H 25.0 7.84 10.78 6899 21.90 3600 I 26.5 8.29 9.41 6022 0.94 3200 J 26.0 8.07 10.29 6585 5.78 3200 K 27.0 8.06 11.13 7123 12.30 3800 L 27.0 8.11 10.16 6502 5.63 3600 * E.C = Electrical Conductivity ** T.D.S = Total Dissolved Solids Table 2 shows the physical parameters of the groundwater samples; the data reveals the following: pH: The pH values of all gr the groundwater samples tested was alkaline (around 8); a pH which is generally not conducive to optimal crop plant growth Total dissolved solids (TDS) : Suspended solids and total dissolved solids (TDS) are indicators of polluted water. The value for TDS of the samples ranged from 2393-7123 mg/l. Most of these values are outside the standard values generally considered to be suitable for irrigation purposes. TDS values exceeding 3000 mg/l are high values for irrigation of some crop types. The high TDS values found in groundwater sampled from the study area are likely to be due to high concentrations of sodium, chloride, sulfate and nitrate. Conductivity: Electrical conductivity gives a measure of all of the dissolved ions in solution. Electrical conductivity values measured in this study varied from 3.74 to 11.13 ms/cm with sample-K exhibiting the highest conductivity (11.13) and sample D the lowest, (3.74). The acceptable limit of conductivity is 1.5 ms /cm22. Generally, the conductivity of clean water is lower but as water moves down the soil profile it leaches and dissolves ions and also picks up organic from the biota and detritus23. Generally the conductivity values recorded for wells sampled here were not within the acceptable limit prescribed by WHO and FAO limits. Total Water Hardness: Water hardness is primarily a measure of the amount of calcium and magnesium, and to a lesser extent, iron in a water sample. Water hardness is measured by summing the concentrations of calcium, magnesium and converting this value to an equivalent concentration of calcium carbonate (CaCO3); a value which is expressed in milligrams per liter (mg/L) of water. Water with hardness greater than 200 mg/L is considered to be of poor quality and water with hardness greater than 500 mg/L is normally considered to be unacceptable for domestic purposes. The analyzed samples for hardness, had hardness concentrations ranges between 1200 to 3800 mg/L been found then the samples would be assessed as belonging to the fourth category with very hard water and unacceptable for domestic purpose without treatment. Cations and anion loads of the groundwater samples: Table 3 shows the cations and anions loads of groundwater samples, the data shows the following: Sodium: An infiltration problem related to water quality occurs when the normal infiltration rate for the applied water or rainfall is appreciably reduced and water remains on the soil surface for long periods, or infiltrates too slowly to supply the crop with sufficient water to maintain acceptable yields. The infiltration rate of water into soil varies widely and can be greatly influenced by the quality of the irrigation water. The two most common water quality factors which influence the normal infiltration rate are water salinity (total quantity of salts in the water) and sodium content relative to the content of calcium and magnesium. Water which is highly saline will increase infiltration, while a low salinity water, or a sample with high sodium to calcium ratio will decrease infiltration; both of these factors may operate simultaneously. One serious side effect of an infiltration problem is the potential to develop plant disease and vector (mosquito) problems. An infiltration problem related to water quality in most cases occurs in the surface few centimetres of soil and is linked to the structural stability of this surface soil and its low calcium content relative to that of sodium. When a soil is irrigated with sodium-rich water, a high sodium surface soil develops which weakens soil structure. The surface soil aggregates then disperse into much smaller particles which clog soil pores. The problem may also be caused by an extremely low calcium content of the surface soil. In some cases, water low in salt can cause a similar problem but this is related to the corrosive nature of the low salt water and not to the sodium content of the water or soil. In the case of the low salt water, the water dissolves and leaches most of the soluble minerals, including calcium, from the surface soil. Analyses of the ground water samples tested here shows that that all have sodium ranges over 500 (mg/L);sodium contents greater than 500 mg/L are normally c onsidered unacceptable for irrigation according to water quality standards used by the FAO for agricultural use. Table 3. Cations and anion loads of the groundwater samples Sample ID Parameters Sodium Na (mg/L) Potassium K (mg/L) Phosphorus P (mg/L) Sulphate SO4 (mg/L) Ammonia NH3 (mg/L) Nitrate NO3 (mg/L) Chloride Cl (mg/L) A 500 17.0 0.53 1437 0 2.0 1250 B 1375 28.0 0.37 3275 0 10.0 2500 C 750 15.0 0.15 1302 0 5.5 1500 D 500 15.0 0.11 1380 0 2.0 1250 E 750 23.0 0.10 1607 0 4.0 1500 F 1500 27.0 0.00 3675 0 3.5 2850 G 1375 26.0 0.33 3275 0 13.5 2500 H 1375 27.0 0.25 2587 0 49.5 3000 I 1125 30.0 0.81 1737 0 138.0 2750 J 1375 27.0 0.00 2987 0 35.0 2750 K 1375 31.0 0.00 3075 0 142.0 3250 L 1125 30.0 0.25 1595 0 158.0 3000 Nitrates: The nitrate content of the analyzed groundwater samples ranges between 2 mg/l in well A and D and reaches a maximum of 158mg/l in well L .Many of the sampled groundwater wells contain nitrate exceeding the guideline values for irrigation water prescribed by FAO (0-10 mg/l), with most of the nitrogen present being probably derived from the biosphere. The nitrogen originally fixed from the atmosphere, is mineralized by soil bacteria into ammonium, which is converted into nitrate by nitrifying bacteria under aerobic conditions24. The main sources of nitrate result from either natural or anthropogenic activities rainfall and dry fall out, soil nitrogen, nitrate deposit, sewage, septic tank and animal waste, manure or compost, green manure and plant residues, atmospheric nitrogen fixation, fertilizer nitrogen from irrigated overflow water outlets and industrial effluent25. Nitrate is the end product of the oxidation of nitrogen in the environment. Particularly high nitrate concentrations indicate pollution from either sewage or agricultural fertilizer waste. Nitrate is without doubt an essential plant nutrient, but is equally a potential threat to human health when present in excess concentrations in the drinking water 26. The data obtained from the samples tested here shows that the ground waters examined contain high level of nitrate, concentrations which exceed the permissible limits for drinking purposes (Table 3). Ammonia: The term ammonia includes the non-ionized (NH3) and ionized (NH4+) species. Ammonia originates in the environment from metabolic, agricultural and industrial processes and from disinfection with chloramines. Natural levels in groundwater and surface water are usually below 0.2 mg/liter27. Anaerobic ground waters may contain up to 3mg/liter. Intensive rearing of farm animals can give rise to much higher levels in surface water. Ammonia contamination can also arise from cement m

History of the Korean War :: Korean War Asian History Essays

History of the Korean War The Korean War took place between the years of 1950 and 1953. The cause of the war was that Korea was under Japanese rule ever since the end of the Chinese-Japanese war in 1895. After World War II, in 1945, Korea was freed from Japan. The United States troops occupied the southern part of the country and Russian forces took the north. The very first and main reason we entered the war in Korea was because John Foster Dulles, the future Secretary of State under Dwight Eisenhower, said that it would be best if we entered the war. At the time Dulles was a special advisor to the Secretary of State Acheson. Dulles was in Tokyo when the Koreans staged war. Dulles sent a message to Acheson that if the South Koreans start losing and cannot hold back the North Koreans, they should send in United States forces. He said to do so, "even though this risks Russian counter moves. To sit by while Korea is overrun by unprovoked armed attack would start a disaster chain even leading most probably to Wo rld War III." When Dulles got back to Washington he specified that he meant sending in United States Air and Naval forces only, not troops. Almost immediately after getting word of the invasion, Acheson decided that the United States should put the matter before the United Nations. He then called President Truman and got his approval. Almost fourteen hours after Washington got word of the war there was a conference set up among certain members of the United Nations. The final decision of the United Nations was to give arms and equipment to the R.O.K. army (Republic of Korea). Then they authorized General MacArthur to use his forces and the United States Seventh Fleet, "to stabilize the combat situation". We first entered the war on June 25, 1950 because the United States felt that if Russia's troops would fight for North Korea, we should fight for South Korea. Also, since South Korea had a dictatorship, we wanted to prevent it from becoming communist and remaining a dictatorial form of government. If the communist started conquering many nations they might start a whole empire (the domino effect). In December 1943 the United States, China and Great Britain made a promise to Synyman Rhee during World War II that Korea would be given its independence "in due course" after World War II.

Why Fear National ID Cards?

Featured in 2001 in the New York Times Alan Dershowitz’s article â€Å"Why Fear National ID Cards? † presents the idea of a National ID Card system being put to use in the United States. The reasoning behind such an idea is this, with the sacrifice of some of the individual’s privacy a greater level of security, equality, and productivity can be achieved while discarding some of the insensitive and inefficient methods of identification we use today.A National ID Card consisting of a name, address, photo and fingerprint print would be the first national uniform ID that would replace the high number variations of identification that are issued state by state. This would drastically decrease the chances of forgery by the use of a unified system and strict means of distribution. A more comprehensive ID will allow for accelerated wait times at high security locations such as airports, and for those who decline to show such an ID would be subjected to further security measures.The criteria in which people are required obtain or present identification would remain the same this allows for remnants of the old policy to remain in effect and further safe guards the citizens from a potential over stepping government. A more radical policy or criteria change could lead to an abuse of power or jumpstart similar non-popular policies to be acted on. It would also enable the rate of deportation of illegal immigrants to increase along with providing a better means to legal immigrants to display their status to authorities.â€Å"Rights are a function of experience, and our recent experiences teach that it is far too easy to be anonymous — even to create a false identity — in this large and decentralized country† (Barnet and Bedau). This point taken directly from the article puts into perspective the very real threat of the terrorism. Terrorist hide amidst the general public, this is a concerning reality. No system can prevent all acts of terror but a National ID card with an embedded corresponding fingerprint can reduce the likely hood of the creation of false identities and catch those who are using the weaknesses of the current system to slip by unnoticed.Alan Dershowitz’s stresses the importance of the elimination of the current trend of racial and ethnic stereotyping that acts as a countermeasure for possible threats to security. Improving civil liberties for these targeted groups is achieved by eliminating the need to target these groups in general. By utilizing security measures such as criminal-history retrieval systems and a corresponding fingerprint on the card itself we can remove the reason for profiling individuals due to their appearance alone.

The Myer-Briggs Type Indicator - 665 Words

It would be so convenient if we could just see into the brain of every person on earth, and look through similarities in how they think. With a deeper understanding of ourselves and others, and how our thoughts and personalities are different, working together would (hopefully) be easier. Unfortunately, humans cannot do that. But it hasn’t stopped us from attempting something similar. Developed in the 1940’s and 1950’s, the Myers-Briggs Type Indicator has been tested hundreds upon hundreds of times, with accurate results. Research is ongoing, and millions of people have taken the instrument since it’s conception. The Myers- Briggs Type Indicator (MBTI) is composed of four parts, each one with two options, making it a total of 16 types. Further explanation for the parts of the instrument can be found below. The first section concerns which of your worlds you prefer. Not world as in â€Å" Would you rather live on Mars or Neptune?†, but your inner or outer worlds. Those who have a preference for the outer world of people and things are grouped in the Extraversion category, represent by an E. People in this group are outgoing, have lots of friends, and are comfortable in groups. Introversion (I) prefers their inner world of ideas and images. That means they like working alone or in (very) small groups, and are considered reflective and reserved. It is important to note that everyone spends time in both worlds, and this only represents their favorite one. Spending time doing bothShow MoreRelatedThe Myers Briggs Type Indicator996 Words   |  4 PagesThe purpose of the Myers-Briggs Type Indicator (MBTI) â€Å"is to make the theory of psychological types understandable and useful in people’s lives. The essence of the theory is most people do have consistent behavioral patterns† (The Myers Briggs Foundation, 2015). The theory was introduced in the 1920’s by Carl G. 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