Introduction to Ph INTRODUCTION the MOLAR CONCEPT Ion” Are Used Interchangeably in Ph Measurement Applications
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Wastewater Technology Fact Sheet: Ammonia Stripping
United States Office of Water EPA 832-F-00-019 Environmental Protection Washington, D.C. September 2000 Agency Wastewater Technology Fact Sheet Ammonia Stripping DESCRIPTION Ammonia stripping is a simple desorption process used to lower the ammonia content of a wastewater stream. Some wastewaters contain large amounts of ammonia and/or nitrogen-containing compounds that may readily form ammonia. It is often easier and less expensive to remove nitrogen from wastewater in the form of ammonia than to convert it to nitrate-nitrogen before removing it (Culp et al., 1978). Ammonia (a weak base) reacts with water (a weak acid) to form ammonium hydroxide. In ammonia stripping, lime or caustic is added to the wastewater until the pH reaches 10.8 to 11.5 standard units which converts ammonium hydroxide ions to ammonia gas according to the following reaction(s): + - NH4 + OH 6 H2O + NH38 Source: Culp, et. al, 1978. Figure 1 illustrates two variations of ammonia FIGURE 1 TWO TYPES OF STRIPPING stripping towers, cross-flow and countercurrent. In TOWERS a cross-flow tower, the solvent gas (air) enters along the entire depth of fill and flows through the packing, as the alkaline wastewater flows it may be more economical to use alternate downward. A countercurrent tower draws air ammonia removal techniques, such as steam through openings at the bottom, as wastewater is stripping or biological methods. Air stripping may pumped to the top of a packed tower. Free also be used to remove many hydrophobic organic ammonia (NH3) is stripped from falling water molecules (Nutrient Control, 1983). droplets into the air stream, then discharged to the atmosphere. -
Troubleshooting Activated Sludge Processes Introduction
Troubleshooting Activated Sludge Processes Introduction Excess Foam High Effluent Suspended Solids High Effluent Soluble BOD or Ammonia Low effluent pH Introduction Review of the literature shows that the activated sludge process has experienced operational problems since its inception. Although they did not experience settling problems with their activated sludge, Ardern and Lockett (Ardern and Lockett, 1914a) did note increased turbidity and reduced nitrification with reduced temperatures. By the early 1920s continuous-flow systems were having to deal with the scourge of activated sludge, bulking (Ardem and Lockett, 1914b, Martin 1927) and effluent suspended solids problems. Martin (1927) also describes effluent quality problems due to toxic and/or high-organic- strength industrial wastes. Oxygen demanding materials would bleedthrough the process. More recently, Jenkins, Richard and Daigger (1993) discussed severe foaming problems in activated sludge systems. Experience shows that controlling the activated sludge process is still difficult for many plants in the United States. However, improved process control can be obtained by systematically looking at the problems and their potential causes. Once the cause is defined, control actions can be initiated to eliminate the problem. Problems associated with the activated sludge process can usually be related to four conditions (Schuyler, 1995). Any of these can occur by themselves or with any of the other conditions. The first is foam. So much foam can accumulate that it becomes a safety problem by spilling out onto walkways. It becomes a regulatory problem as it spills from clarifier surfaces into the effluent. The second, high effluent suspended solids, can be caused by many things. It is the most common problem found in activated sludge systems. -
Chemical Industry Wastewater Treatment
CHEMICAL INDUSTRY WASTEWATER TREATMENT Fayza A. Nasr\ Hala S. Doma\ Hisham S Abdel-Halim", Saber A. El-Shafai* * Water Pollution Research department, National Research Centre, Cairo, Egypt "Faculty of Engineering, Cairo University, Cairo, Egypt Abstract Treatment of chemical industrial wastewater from building and construction chemicals factory and plastic shoes manufacturing factory was investigated. The two factories discharge their wastewater into the public sewerage network. The results showed the wastewater discharged from the building and construction chemicals factory was highly contaminated with organic compounds. The average values of COD and BOD were 2912 and 150 mg02/l. Phenol concentration up to 0.3 mg/l was detected. Chemical treatment using lime aided with ferric chloride proved to be effective and produced an effluent characteristics in compliance with Egyptian permissible limits. With respect to the other factory, industrial wastewater was mixed with domestic wastewater in order to lower the organic load. The COD, BOD values after mixing reached 5239 and 2615 mg02/l. The average concentration of phenol was 0.5 mg/l. Biological treatment using activated sludge or rotating biological contactor (RBC) proved to be an effective treatment system in terms of producing an effluent characteristic within the permissible limits set by the law. Therefore, the characteristics of chemical industrial wastewater determine which treatment system to utilize. Based on laboratory results TESCE, Vol. 30, No.2 <@> December 2004 engineering design of each treatment system was developed and cost estimate prepared. Key words: chemical industry, wastewater, treatment, chemical, biological Introduction The chemical industry is of importance in terms of its impact on the environment. -
Industrial Wastewater Treatment Technologies Fitxategia
INDUSTRIAL WASTEWATER TREATMENT TECHNOLOGIES Image by Frauke Feind from Pixabay licensed under CC0 Estibaliz Saez de Camara Oleaga & Eduardo de la Torre Pascual Faculty of Engineering Bilbao (UPV/EHU) Department of Chemical and Environmental Engineering Industrial Wastewaters (IWW) means the water or liquid that carries waste from industrial or processes, if it is distinct from domestic wastewater. Desalination plant “Rambla Morales desalination plant (Almería - Spain)” by David Martínez Vicente from Flickr licensed under CC BY 2.0 IWW may result from any process or activity of industry which uses water as a reactant or for transportation of heat or materials. 2 Characteristics of wastewater from industrial sources vary with the type and the size of the facility and the on-site treatment methods, if any. Because of this variation, it is often difficult to define typical operating conditions for industrial activities. Options available for the treatment of IWW are summarized briefly in next figure. To introduce in a logical order in the description of treatment techniques, the relationship between pollutants and respective typical treatment technology is taken as reference. 1. Removal of suspended solids and insoluble liquids 2. Removal of inorganic, non-biodegradable or poorly degradable soluble content 3. Removal of biodegradable soluble content 3 Range of wastewater treatments in relation to type of contaminants. Source: BREF http://eippcb.jrc.ec.europa.eu/reference/ 4 3.1. CLASSIFICATION OF INDUSTRIAL EFFLUENTS CLASSIFICATION OF EFFLUENTS -
Properties of Acids and Bases
GREEN CHEMISTRY LABORATORY MANUAL Lab 22 Properties of Acids and Bases TN Standard 4.2: The student will investigate the characteristics of acids and bases. Have you ever brushed your teeth and then drank a glass of orange juice? hat do you taste when you brush your teeth and drink orange juice afterwards. Yuck! It leaves a really bad taste in your mouth, but why? Orange juice and toothpaste by themselves taste good. But the terrible taste W results because an acid/base reaction is going on in your mouth. Orange juice is a weak acid and the toothpaste is a weak base. When they are placed together they neutralize each other and produce a product that is unpleasant to taste. How do you determine what is an acid and what is a base? In this lab we will discover how to distinguish between acids and bases. Introduction Two very important classes of compounds are acids and bases. But what exactly makes them different? There are differences in definition, physical differences, and reaction differences. According to the Arrhenius definition, acids ionize in water to + produce a hydronium ion (H3O ), and bases dissociate in water to produce hydroxide ion (OH -). Physical differences can be detected by the senses, including taste and touch. Acids have a sour or tart taste and can produce a stinging sensation to broken skin. For example, if you have ever tasted a lemon, it can often result in a sour face. Bases have a bitter taste and a slippery feel. Soap and many cleaning products are bases. -
Answer Key Chapter 16: Standard Review Worksheet – + 1
Answer Key Chapter 16: Standard Review Worksheet – + 1. H3PO4(aq) + H2O(l) H2PO4 (aq) + H3O (aq) + + NH4 (aq) + H2O(l) NH3(aq) + H3O (aq) 2. When we say that acetic acid is a weak acid, we can take either of two points of view. Usually we say that acetic acid is a weak acid because it doesn’t ionize very much when dissolved in water. We say that not very many acetic acid molecules dissociate. However, we can describe this situation from another point of view. We could say that the reason acetic acid doesn’t dissociate much when we dissolve it in water is because the acetate ion (the conjugate base of acetic acid) is extremely effective at holding onto protons and specifically is better at holding onto protons than water is in attracting them. + – HC2H3O2 + H2O H3O + C2H3O2 Now what would happen if we had a source of free acetate ions (for example, sodium acetate) and placed them into water? Since acetate ion is better at attracting protons than is water, the acetate ions would pull protons out of water molecules, leaving hydroxide ions. That is, – – C2H3O2 + H2O HC2H3O2 + OH Since an increase in hydroxide ion concentration would take place in the solution, the solution would be basic. Because acetic acid is a weak acid, the acetate ion is a base in aqueous solution. – – 3. Since HCl, HNO3, and HClO4 are all strong acids, we know that their anions (Cl , NO3 , – and ClO4 ) must be very weak bases and that solutions of the sodium salts of these anions would not be basic. -
Reverse Osmosis Treatment, Rejection of Carbon Dioxide, And
Evaluating the Impact of Reverse Osmosis Treatment on Finished Water Carbon Dioxide Concentration and pH WATERCON2012 March 21, 2012 Presented By: Jerry Phipps, P.E. Outline • Purpose • Background • Reverse Osmosis (RO) Fundamentals • Post-Treatment Processes • Pertinent Aquatic Chemistry • Case Studies • Conclusions and Recommendations • Questions Purpose • Review RO and carbonate chemistry fundamentals • Review data from full scale projects to determine change in carbon dioxide and pH from feed to permeate stream Background • The Reverse Osmosis (RO) process uses a semipermeable membrane to separate an influent stream into two streams, a purified permeate stream and a concentrated reject stream • Many references indicate that dissolved gases such as carbon dioxide (CO2) may pass through the membrane with no rejection • The combination of low alkalinity and high carbon dioxide results in an aggressive permeate stream with a lower pH than the influent stream Reverse Osmosis Membranes The most common RO membrane material today is aromatic polyamide, typically in the form of thin-film composites. They consist of a thin film of membrane, bonded to layers of other porous materials that are tightly wound to support and strengthen the membrane. Flow Recovery • Percent recovery is a key design parameter • Defined as permeate flow / influent flow • Recovery is limited by solubility products, Ksp • Typical value for groundwater is ~75%-85%, but varies with application • Example: Influent stream = 100 gpm, 75% recovery. Permeate stream = 75 gpm, -
The Ph of Drinking Water
The pH of drinking water The pH is a measure of the acidity or alkalinity. The water quality regulations specify that the pH of tap water should be between 6.5 and 9.5. What is pH and why do we test our Why has the pH of my water changed? water for it? If the problem only affects your property, the The pH is a numerical value used to indicate source is most likely your internal pipework and the degree to which water is acidic. pH plumbing. Possible sources include plumbed-in measurements range between 0 (strong acid) water filters or softeners, incorrectly installed and 14 (strong alkali), with 7 being neutral. The washing machines or dishwashers, incorrect water quality regulations specify that the pH fittings and taps supplied from storage tanks. of water at your tap should be between 6.5 If you have had plumbing work done recently and 9.5. Water leaving our treatment works then excessive use of solder or flux could be typically has a pH between 7 and 8, but this the cause. In this case the problem may lessen can change as it passes through the network of as water is used. Alternatively you may wish to reservoirs and water mains. consider changing the pipework or joints. We consume many different foods and beverages with a large range of pH. Your water quality For example, citrus fruits like oranges, lemons If you’re interested in finding out more about and limes are quite acidic (pH = 2.0 - 4.0). the quality of your drinking water, please visit Carbonated drinks such as cola have a pH unitedutilities.com/waterquality and enter your 4.0 to 4.5. -
Multidisciplinary Design Project Engineering Dictionary Version 0.0.2
Multidisciplinary Design Project Engineering Dictionary Version 0.0.2 February 15, 2006 . DRAFT Cambridge-MIT Institute Multidisciplinary Design Project This Dictionary/Glossary of Engineering terms has been compiled to compliment the work developed as part of the Multi-disciplinary Design Project (MDP), which is a programme to develop teaching material and kits to aid the running of mechtronics projects in Universities and Schools. The project is being carried out with support from the Cambridge-MIT Institute undergraduate teaching programe. For more information about the project please visit the MDP website at http://www-mdp.eng.cam.ac.uk or contact Dr. Peter Long Prof. Alex Slocum Cambridge University Engineering Department Massachusetts Institute of Technology Trumpington Street, 77 Massachusetts Ave. Cambridge. Cambridge MA 02139-4307 CB2 1PZ. USA e-mail: [email protected] e-mail: [email protected] tel: +44 (0) 1223 332779 tel: +1 617 253 0012 For information about the CMI initiative please see Cambridge-MIT Institute website :- http://www.cambridge-mit.org CMI CMI, University of Cambridge Massachusetts Institute of Technology 10 Miller’s Yard, 77 Massachusetts Ave. Mill Lane, Cambridge MA 02139-4307 Cambridge. CB2 1RQ. USA tel: +44 (0) 1223 327207 tel. +1 617 253 7732 fax: +44 (0) 1223 765891 fax. +1 617 258 8539 . DRAFT 2 CMI-MDP Programme 1 Introduction This dictionary/glossary has not been developed as a definative work but as a useful reference book for engi- neering students to search when looking for the meaning of a word/phrase. It has been compiled from a number of existing glossaries together with a number of local additions. -
Understanding Your Watershed- What Is
Understanding Your Watershed pH NR/WQ/2005-19 Nancy Mesner and John Geiger June 2005 (pr) What is pH? pH is a measurement of how acidic or how basic (alkaline) a solution is. When substances dissolve in water they produce charged molecules called ions. Acidic water contains extra hydrogen ions (H+) and basic water contains extra hydroxyl (OH-) ions. pH is measured on a scale of 0 to 14. Water that is neutral has a pH of 7. Acidic water has pH values less than 7, with 0 being the most acidic. Likewise, basic water has values greater than 7, with 14 being the most basic. A change of 1 unit on a pH scale represents a 10 fold change in the pH, so that water with pH of 6 is 10 times more acidic than water with a pH of 7, and water with a pH of 5 is 100 times more acidic than water with a pH of 7. You might expect rainwater to be neutral, but it is actually somewhat acidic. As rain drops fall through the atmosphere, they dissolve gaseous carbon dioxide, creating a weak acid. Pure rainfall has a pH of about 5.6. The figure below shows the pH of some common solutions. The pH of lakes and rivers in Utah typically falls between 6.5 and 9.0. Why is the pH of water important? Effects on animals and plants Most aquatic animals and plants have adapted to life in water with a specific pH and may suffer from even a slight change. -
Drugs and Acid Dissociation Constants Ionisation of Drug Molecules Most Drugs Ionise in Aqueous Solution.1 They Are Weak Acids Or Weak Bases
Drugs and acid dissociation constants Ionisation of drug molecules Most drugs ionise in aqueous solution.1 They are weak acids or weak bases. Those that are weak acids ionise in water to give acidic solutions while those that are weak bases ionise to give basic solutions. Drug molecules that are weak acids Drug molecules that are weak bases where, HA = acid (the drug molecule) where, B = base (the drug molecule) H2O = base H2O = acid A− = conjugate base (the drug anion) OH− = conjugate base (the drug anion) + + H3O = conjugate acid BH = conjugate acid Acid dissociation constant, Ka For a drug molecule that is a weak acid The equilibrium constant for this ionisation is given by the equation + − where [H3O ], [A ], [HA] and [H2O] are the concentrations at equilibrium. In a dilute solution the concentration of water is to all intents and purposes constant. So the equation is simplified to: where Ka is the acid dissociation constant for the weak acid + + Also, H3O is often written simply as H and the equation for Ka is usually written as: Values for Ka are extremely small and, therefore, pKa values are given (similar to the reason pH is used rather than [H+]. The relationship between pKa and pH is given by the Henderson–Hasselbalch equation: or This relationship is important when determining pKa values from pH measurements. Base dissociation constant, Kb For a drug molecule that is a weak base: 1 Ionisation of drug molecules. 1 Following the same logic as for deriving Ka, base dissociation constant, Kb, is given by: and Ionisation of water Water ionises very slightly. -
Chem331 Lect 2 Water Ph Acid Base Buffer
Chapter 2 – Water and pH Water - one of the most important molecules in life. •70% of the bodies mass is water •2/3 of total body water is intracellular (55-66% body weight of men and 10% less for women) •The rest is interstitial fluid of which 25% is in the blood plasma. pH - The body tightly controls both the volume and pH of water. •The bicarbonate system is crucial for blood maintenance •changes of pH greater than 0.1 are dangerous and can lead to coma -diabetics Properties of water • Polarity • Hydrogen bonding potential Specific heat, heat of vaporization • It is the unique combination of properties of water • Nucleophilic that make it the perfect solvent for biological • Ionization systems. We will discuss each of these properties in • Water is an ideal more detail. biological solvent Water is close to a tetrahedral shape with the unshared electrons on the two sp3-hybridized orbital are in two corners and the hydrogen in others o Compared to a tetrahedron, CH4 (109 ) or NH3 the bond angle is smaller (109.5o and 107o vs.104.5o) Water has hydrogen bonding potential •H-bonds are non-covalent, weak interactions •H2O is both a Hydrogen donor and acceptor •One H2O can form up to four H-bonds What Are the Properties of Water? A comparison of ice and water, in terms of H-bonds and Motion • Ice: 4 H bonds per water molecule • Water: 2.3 H bonds per water molecule • Ice: H-bond lifetime - about 10 microsec • Water: H-bond lifetime - about 10 psec • (10 psec = 0.00000000001 sec) The Solvent Properties of Water Derive from Its Polar Nature •Water has a high dielectric constant •Ions are always hydrated in water and carry around a "hydration shell" •Water forms H bonds with polar solutes The Solvent Properties of Water Derive from Its Polar Nature What makes this molecule important? solvent ability - easily disrupts ionic compounds - dielectric constant (D) is high (measure of the ability to keep ions apart) – Large electronegativity creates a strong ionic type bond (dipole).