BACTERIA

Bacteria

Introduction

Bacteria are microscopic, unicellular, prokaryotic organisms that lack a true nucleus and membrane-bound organelles.

General Characteristics

1. Bacteria are prokaryotic organisms, which means they lack a true membrane-bound nucleus and membrane-bound organelles such as mitochondria, Golgi apparatus, and endoplasmic reticulum.
2. Bacteria are microscopic, unicellular, and they may occur singly or in aggregations to form colonies.
3. Bacteria possess a rigid cell wall made up of peptidoglycan. The cell wall provides shape, strength, and protection against osmotic pressure.
4. Bacteria have a cytoplasmic membrane composed of a phospholipid bilayer with embedded proteins. This membrane is selectively permeable and regulates the movement of substances in and out of the cell.
5. Well-defined nucleus is absent. i.e., DNA is not enclosed in a nuclear membrane.
6. Bacteria typically contain a single circular chromosome made of double-stranded DNA.
7. They may also possess extra-chromosomal DNA called plasmids, which often carry genes responsible for antibiotic resistance or virulence factors.
8. Bacteria reproduce mainly by binary fission, an asexual process that results in two identical daughter cells.
9. True sexual reproduction is lacking, but occurs by conjugation, transformation, and transduction.
10. Ribosomes are present and are of the 70S type.
11. Bacteria exhibit various shapes such as cocci (spherical), bacilli (rod-shaped), vibrios (comma-shaped), spirilla (rigid spiral), and spirochetes (flexible spiral).
12. The plasma membrane is invaginated to form a mesosome.
13. Bacteria show great diversity in nutritional requirements. Some are autotrophic and can synthesize their own food, while most pathogenic bacteria are heterotrophic and depend on organic substances for nutrition.
14. Some bacteria are motile due to the presence of flagella.
15. Certain bacteria can form endospores under unfavorable environmental conditions.

Classification of bacteria based on temperature requirements.

1. Psychrophiles: Psychrophiles grow well at 0°C and have an optimum growth temperature of 15°C or lower; the maximum is around 20°C. They are readily isolated from Arctic and Antarctic habitats; because 90% of the ocean is 5°C or colder, it constitutes an enormous habitat for psychrophiles. E.g, Pseudomonas, Vibrio, Alcaligenes, Bacillus, Arthrobacter, Moritella, Photobacterium, and Shewanella.

2. Mesophiles: Mesophiles are organism that grows best in moderate temperatures, neither too hot nor too cold, typically between 20 and 45 °C. The optimum growth temperature is 37°C. Almost all human pathogens are mesophiles.

3. Thermophiles: Thermophiles are those organisms that can grow at temperatures between 45°C and 80 °C. They often have optima between 55 and 65°C. These organisms flourish in many habitats, including composts, self-heating hay stacks, hot water lines, and hot springs.

Classification of bacteria based on oxygen Concentration

1. Aerobes:- An organism able to grow in the presence of atmospheric O2 is called an aerobe. Bacteria in which oxygen serves as the terminal electron acceptor for the electron-transport chain in aerobic respiration are called aerobes. Examples- Pseudomonas, Aeromonas, Vibrio

2. Anaerobes:- An organism that can grow in the absence of O2 is an anaerobe. They do not need or use O2. In fact, O2 is a toxic substance that either kills or inhibits their growth. The final electron acceptor is an inorganic compound other than oxygen, like nitrate, sulphate, etc. Examples: Clostridium, Bacteroides

3. Facultative anaerobes:- These are organisms that can grow in the presence as well as the absence of oxygen. Example: E coli, Klebsiella.

4. Aerotolerant anaerobes:- Organisms such as Enterococcus faecalis simply ignore O2 and grow equally well whether it is present or not. Example- Streptococcus

5. Microaerophiles:- There are aerobes, such as Campylobacter, called microaerophiles, that are damaged by the normal atmospheric level of O2 (20%) and require O2 levels in the range of 2 to 10% for growth.

Bacterial Morphology

Bacterial morphology deals with the size, shape, and arrangement of bacterial cells.

Size of Bacteria- The size of bacteria varies depending on the species, but most bacteria are microscopic and can only be seen under a microscope.

Size Range:
Width (diameter): about 0.2 – 2.0 micrometers (µm)
Length: about 1 – 10 micrometers (µm)
(1 micrometer = 1/1000 mm)

Examples- Escherichia coli, approximately 1–2 µm long and 0.5 µm wide. Staphylococcus aureus, about 0.5–1 µm in diameter (spherical shape).Bottom of Form

Shape of Bacteria- There are basically three shapes: Cocci, Bacilli, and Spiral.

a) Coccus or Cocci are spherical bacterial cells, and resemble tiny balls. These bacteria are spherical or oval in shape. Based on arrangement, cocci are further classified as-

Singly: Bacteria that appear as single cell is just called as cocci.

Diplococci: These cells are found in pairs and they are found attached. Eg, Neissseria gonorrhoae, Pneumococcus

Streptococcus: These bacteria form long chains and remain attached. Eg. Streptococcus salivarius

Staphylococcus: These bacteria are arranged irregularly in clusters like grapes. Eg. Staphylococcus aureus

Tetrad: a coccus in a group of four. Eg Micrococcus

Sarcina: coccus in a cubical arrangement of cells. Eg. Sporosarcina






b) Bacillus or Bacilli are rod-shaped bacterial cells, and resemble a pill. These are rod-shaped bacteria. Based on arrangement, bacilli are further classified as-

Singly: Bacteria that exist as a single cell, called bacilli

Diplobacilli: These bacteria have two rod-shaped cells that are attached

Streptobacilli: Cells are arranged as long chains in these bacteria, e.g., Bacillus subtilis


Coccobacilli: Bacteria that have a shape intermediate between cocci (spherical) and bacilli (rod-shaped). They appear as very short rods or oval-shaped cells, so sometimes they may be mistaken for cocci under the microscope. Eg- Haemophilus influenza.


Palisades: They refer to a specific arrangement of rod-shaped bacteria in which the cells lie side by side in parallel rows, resembling a picket fence or a row of matchsticks. Eg- Corynebacterium diphtheriae









c) Spiral bacteria have twisted or helical morphology that resembles little corkscrews. Spiral bacteria are, as the name suggests, spiral-shaped. Spiral-shaped bacteria occur in one of three forms: Vibrio, Spirillum, and Spirochete

a) Vibrio are slightly curved or comma-shaped with less than one complete turn or twist in the cell. Eg- Vibrio cholerae.

b) Spirillum (plural, spirilla). A bacterium with rigid spiral (helical) structure, Eg- Campylobacter jejuni and Helicobacter pylori.

c) Spirochete. helical structure and flexible body (not rigid). Eg Treponema pallidum and Leptospira.





General Structure of Bacterial Cell

A typical bacterial cell consists of external structures and internal structures. The external structures include capsule, flagella, pili (fimbriae), and sometimes sheath. The internal structures include cell wall, cytoplasmic membrane, nucleoid, ribosomes, mesosomes, cytoplasm, plasmids, and in some bacteria, spores. Each component performs a specific function essential for bacterial survival, pathogenicity, and reproduction.

Capsule - The capsule is a viscous, gelatinous layer present outside the cell wall in some bacteria. It is composed mainly of polysaccharides, though in some bacteria it may contain polypeptides or glycoproteins. Approximately 98% of the capsule is water and 2% is polymeric material. The capsule is an important virulence factor. It protects bacteria from desiccation and drying and helps in attachment to host tissues. Most importantly, it prevents phagocytosis by white blood cells, thereby helping the bacteria evade the host immune response. Many pathogenic bacteria such as Streptococcus pneumoniae possess capsules that enhance their disease-causing ability.

Flagella- Flagella are long, hair-like helical structures that arise from the bacterial cell wall and provide motility. They are composed of a protein called flagellin and are antigenic in nature (H antigen). A flagellum consists of three main parts: basal body, hook, and filament. The basal body anchors the flagellum to the cell wall and cytoplasmic membrane, the hook connects the basal body to the filament, and the filament extends outward. Based on arrangement, bacteria may be monotrichous (single flagellum), amphitrichous (one flagellum at each end), lophotrichous (tuft of flagella at one pole), or peritrichous (flagella distributed all over the surface except poles).Pili (Fimbriae)- Pili, also known as fimbriae, are short, thin, hair-like projections made of a protein called pilin. They originate from the cytoplasmic membrane and are commonly found in Gram-negative bacteria. Pili are shorter and more numerous than flagella and are non-motile structures. The primary function of pili is attachment to host tissues and surfaces. Many pathogens of the respiratory and urinary tract use pili to adhere to epithelial cells. A specialized type of pilus known as the sex pilus (F pilus) plays a role in bacterial conjugation, allowing transfer of genetic material between bacteria. This mechanism contributes to the spread of antibiotic resistance genes, which is a major clinical concern.

Cell Wall - The bacterial cell wall is a rigid outer covering composed mainly of peptidoglycan, a complex polymer made of N-acetylglucosamine (NAG) and N-acetylmuramic acid (NAM) linked by peptide bridges. The cell wall provides shape, rigidity, and protection against osmotic lysis. Based on cell wall composition, bacteria are classified into Gram-positive and Gram-negative bacteria.

The wall gives the cell its shape and surrounds the cytoplasmic membrane, protecting it from the environment. It also helps to anchor appendages like the pili and flagella.

Gram-Positive Cell Wall- Gram-positive bacteria possess a thick peptidoglycan layer, which constitutes the major component of the cell wall. They also contain teichoic acids, which are polymers of glycerol or ribitol phosphate. Teichoic acids play a role in cell wall maintenance and act as major surface antigens. Due to the thick peptidoglycan layer, Gram-positive bacteria retain the crystal violet stain and appear purple under a microscope.

Gram-Negative Cell Wall- Gram-negative bacteria have a thin peptidoglycan layer and an additional outer membrane. The outer membrane contains lipopolysaccharide (LPS), proteins, and phospholipids. LPS consists of lipid A, core polysaccharide, and O antigen. Lipid A acts as an endotoxin and is responsible for fever and septic shock in severe infections. Gram-negative bacteria do not retain the crystal violet stain and appear pink after counterstaining with safranin. The presence of an outer membrane makes them more resistant to certain antibiotics.

Cytoplasmic Membrane- The cytoplasmic membrane lies beneath the cell wall and encloses the cytoplasm. It is composed of a phospholipid bilayer with embedded proteins. The membrane is selectively permeable and regulates the movement of substances in and out of the cell. In bacteria, the cytoplasmic membrane is also the site of respiration and energy production because bacteria lack mitochondria. It plays a role in transport, secretion, and biosynthesis of cell wall components.

Nucleoid- The nucleoid is the region of cytoplasm where the bacterial chromosome is located. It is not surrounded by a nuclear membrane. The bacterial chromosome is typically a single circular DNA molecule and lacks histone proteins. The nucleoid contains genetic information necessary for replication, metabolism, and cellular functions.

In addition to chromosomal DNA, bacteria may contain plasmids, which are small circular DNA molecules that carry additional genes, often including antibiotic resistance genes.

Ribosomes- Ribosomes are small granular structures freely distributed in the cytoplasm. Bacterial ribosomes are of 70S type and are composed of RNA and proteins. They are responsible for protein synthesis.

Mesosome- Mesosomes were traditionally described as infoldings of the cytoplasmic membrane seen mainly in Gram-positive bacteria. They were believed to be involved in respiration and cell division. However, modern studies suggest that mesosomes may be artifacts formed during sample preparation for electron microscopy.

Cytoplasm- The cytoplasm is a semi-fluid, colloidal substance enclosed within the cytoplasmic membrane. It contains enzymes, nutrients, metabolites, ribosomes, and genetic material. It is the site of metabolic activities, including synthesis of proteins, lipids, and nucleic acids.

Endospore (Spore)- Endospores are highly resistant, dormant structures formed by certain bacteria during unfavorable environmental conditions. The process of spore formation is called sporulation and usually occurs during the late log phase or early stationary phase of growth. Under favorable conditions, spores germinate to form vegetative cells. Endospores are resistant to heat, radiation, disinfectants, and desiccation. Clinically important spore-forming bacteria include Bacillus and Clostridium species.

Sewage Treatment

 

Sewage and Industrial Effluent Treatment

Sewage treatment (municipal wastewater treatment) and industrial effluent treatment are processes designed to remove physical, chemical, and biological contaminants from wastewater before its discharge into natural water bodies or reuse. The primary objective of wastewater treatment is to protect public health, prevent environmental pollution, and comply with regulatory discharge standards. These treatment systems generally involve physical (primary), biological (secondary), and chemical or advanced (tertiary) treatment processes.

Overall Treatment Flow

Influent → Screening → Grit Removal → Skimming → Primary Sedimentation → Biological Treatment (Trickling Filter / Activated Sludge / Oxidation Ditch) → Secondary Sedimentation → Tertiary Treatment → Treated Effluent

1. Physical Treatment (Preliminary and Primary Treatment)

Physical treatment involves the removal of large, floating, settleable, and suspended solids using mechanical and gravitational methods. It mainly reduces the load on subsequent biological treatment processes.

1.1 Preliminary Treatment

Preliminary treatment is the first step in wastewater treatment and aims to remove gross solids, grit, and floating materials that may damage equipment or hinder treatment efficiency.

a. Screening

Screening is used to remove large floating and suspended materials such as rags, plastics, paper, cloth, sticks, cans, and dead animals. Wastewater is passed through bar screens made of vertical or inclined steel bars spaced about 5 cm apart. Coarse and fine screens are used depending on the treatment requirement that trap large objects. The collected screenings are disposed of by incineration, composting, or landfilling.

b. Grit Removal

Grit consists of heavy, non-biodegradable inorganic particles such as sand, gravel, silt.  Grit removal is carried out in grit chambers by controlling the flow velocity so that grit settles while organic matter remains in suspension. Common units include horizontal flow grit chambers, aerated grit chambers, and vortex grit chambers. Grit removal prevents abrasion of pumps and accumulation of sediments in tanks.

c. Skimming

Skimming is the process of removing floating fats, oils, grease, waxes, and soap scum from wastewater. In skimming tanks, air is bubbled from the bottom, causing oily materials to float to the surface, where they are mechanically skimmed off. Removal of grease prevents interference with oxygen transfer during biological treatment.

1.2 Primary Treatment

Primary treatment focuses on removing remaining suspended solids and reducing the organic load of sewage.

Sedimentation (Primary Clarification)

Sedimentation tanks allow wastewater to flow slowly (1–2 feet per minute), enabling suspended solids to settle at the bottom as primary sludge, while lighter materials float as scum. Sludge scrapers are used to remove settled solids periodically. Primary sedimentation removes approximately 50–70% of suspended solids and 25–40% of BOD.

Note- Sometimes there is the provision of Mechanical and chemical Flocculation

Mechanical Flocculation- Mechanical flocculation improves the removal of fine suspended and colloidal particles. Wastewater is gently stirred using rotating paddles at controlled speeds (~0.43 m/s), causing small particles to aggregate into larger flocs that settle more easily.

Chemical Coagulation and Flocculation- Chemical treatment involves the addition of coagulants such as alum, ferric chloride, or lime. Alum forms aluminum hydroxide [Al(OH)₃] precipitates that trap suspended and colloidal particles, forming larger flocs which settle at the bottom. This method is effective when wastewater contains high colloidal content.

2. Biological Treatment (Secondary Treatment)

Secondary treatment removes dissolved and colloidal organic matter using microorganisms. Microbial metabolism converts organic pollutants into stable inorganic compounds, significantly reducing biochemical oxygen demand (BOD).

MajorBiological Changes

• Organic carbon → CO₂ + H₂O
• Organic nitrogen → NH₃ → NO₃⁻ (nitrification)
• Colloidal matter → biologically coagulated and settled

2.1 Aerobic Treatment (With Oxygen)

Aerobic microorganisms degrade organic matter in the presence of oxygen.

a. Trickling Filter

A trickling filter is an attached-growth system consisting of a filter bed (gravel, stones, or plastic media), rotating spray arms, and a collection system. The sewage effluent or wastewater is sprayed over the bed by using an overhead sprayer, which is rotating at a constant speed; the spraying saturates the effluent with O2. There is a development of a gelatinous microbial layer called the zoogleal layer (bacteria, algae, protozoa, fungi). The fed surface becomes covered with aerobic microbial population comprising bacterial species, including Sphaerotilus natans, Beggiatoa, Flavobacterium, Achromobacter, Zooglea and Pseudomonas, microalgae, microfungi and protozoa. As wastewater trickles through or percolates over the media, organic matter is oxidized. The aerobic microflora decomposes the organic materials into small soluble molecules. Later, the treated effluent collected at the bottom of the tank is passed through the sedimentation tank. Natural airflow provides oxygen. Treated effluent is usually passed to a secondary clarifier.

b. Activated Sludge Process

This is the most widely used aerobic biological treatment method. Wastewater is mixed with activated sludge (microbial biomass) in an aeration tank, where air or oxygen is supplied continuously. Microorganisms consume organic matter, forming flocs. The mixture is then sent to a secondary clarifier where sludge settles. A portion of sludge is recycled (return activated sludge), while excess sludge is removed. This process removes 85–95% of BOD and suspended solids.

Activated sludge system consists of an aeration tank, a settling tank and a sludge return system. At first, sewage from the primary treatment plant is mixed with sludge drawn from the previous batch, which is known as activated sludge or return sludge. The activated sludge contains a large number of microorganisms and serves as an inoculum of microorganisms. After mixing the activated sludge, sewage is placed in an aeration tank. In an aeration tank, Sewage is continuously aerated for 6-8 hours. During this period, microorganisms oxidizes the organic compounds to form CO₂, H₂0 and NO₃, etc.

So, activated sludge is a process for the treatment of domestic and industrial sewage using air and biological flocs composed of bacteria and protozoa that substantially reduce organic materials. This process starts when air is introduced into a sewage that is held in a large aeration tank, combined with the following aerobic microbial decomposers to develop biological floc that decomposes organic matter into simple soluble molecules, amino acids, ammonia, phosphorus, nitrates, CO₂, H₂O, etc.

·        Bacteria: Escherichia, Enterobacter, Achromobacter, Flavobacterium, Pseudomonas, Zooglea, Micrococcus, Sphaerotilus, Beggiatoa, Thiothrix , etc.

·        Protozoa: Amoaebe, Spriotrich and Verticillium. 

·        Filamentous fungi: Geotrichum, Cephalosporium, Penicillum and Cladodsporium.

After oxidation, sewage is passed to the settling tank and left undisturbed for 2-3 hours. Sludge settles to the bottom. This sludge is called activated sludge, which is fully oxidized and is very offensive. This activated sludge can be used as inoculum for the next batch of sewage. Most of the sludge is removed and some is returned to the aeration tank for the next round of treatment.

By the sludge digestion process, the BOD of sewage is reduced by 5-15%.

c. Oxidation Pond (Lagoon / Stabilization Pond)

Oxidation ponds, also known as lagoons, stabilization ponds, or reduced ponds, are large, shallow, open basins used for biological treatment of wastewater. This method is primarily aerobic in nature and is suitable for areas with warm climates and sufficient land availability. In this system, sewage from the primary treatment plant is retained in the pond for a long detention period, typically 10 to 40 days. During this time, microorganisms oxidize the organic matter present in the sewage.

A symbiotic relationship exists between algae and bacteria in oxidation ponds. Algae release oxygen during photosynthesis, which is utilized by aerobic bacteria to oxidize organic compounds. In turn, the carbon dioxide and nutrients released during bacterial oxidation are used by algae for photosynthesis. Additional oxygen is also supplied from the atmosphere since the pond is an open system. The oxidation pond generally remains aerobic during daytime and the early hours of night, allowing aerobic decomposition of organic matter. During late night hours, when photosynthesis ceases, oxygen levels may drop, leading to partial anaerobic conditions and anaerobic decomposition. Oxidation ponds are cost-effective, require minimal mechanical equipment, and provide satisfactory removal of BOD and pathogens.

 

2.2 Anaerobic Treatment (Without Oxygen)

Anaerobic treatment is used for high-strength wastewater and sludge stabilization.

a. Anaerobic Digestion

In sealed, oxygen-free digesters, anaerobic bacteria break down organic matter into biogas containing 60–70% methane (CH₄) and carbon dioxide. Anaerobic digestion reduces sludge volume, stabilizes organic matter, and produces renewable energy.

Anaerobic Treatment of Wastewater

Anaerobic treatment is a biological wastewater treatment process carried out in the absence of oxygen. It is mainly used for high-strength wastewater and for stabilization of sludge produced during primary and secondary treatment. This method is especially suitable for wastewater with high organic load, such as that from distilleries, food processing industries, and municipal sludge. Anaerobic treatment reduces organic matter, produces less sludge compared to aerobic processes, and generates useful energy in the form of biogas.

Septic Tank

A septic tank is a simple anaerobic treatment system commonly used for domestic sewage in areas without centralized sewer systems. It is a closed underground tank where sewage is retained for several hours to days. During this detention period, heavier solids settle at the bottom forming sludge, while lighter materials such as oils and grease float on the surface forming scum. Anaerobic bacteria present in the tank partially digest the organic matter, converting it into gases and stabilized sludge. The clarified effluent flows out of the tank for further treatment or disposal through soak pits or drainage fields. Septic tanks are low-cost systems but provide only partial treatment.

Anaerobic Sludge Digestion

Anaerobic sludge digestion is used for stabilizing sludge generated from primary and secondary treatment units. The process takes place in sealed digesters under controlled temperature conditions (mesophilic or thermophilic). Anaerobic microorganisms decompose complex organic matter through stages such as hydrolysis, acidogenesis, acetogenesis, and methanogenesis. This process significantly reduces sludge volume, destroys pathogens, and produces biogas. Digested sludge is more stable, less odorous, and easier to dewater and dispose of safely.

Biogas Production

Biogas is a valuable by-product of anaerobic treatment and sludge digestion. It mainly consists of methane (60–70%), carbon dioxide (30–40%), and trace amounts of hydrogen sulfide and other gases. Methane-rich biogas can be used as a renewable energy source for cooking, heating, or electricity generation in wastewater treatment plants. Biogas production not only recovers energy but also improves the overall sustainability of wastewater treatment systems.

Advantages of Anaerobic Treatment

·        Suitable for high-strength wastewater

·        Low energy requirement (no aeration needed)

·        Produces renewable energy (biogas)

·        Low sludge production

 

3. Chemical and Advanced Treatment (Tertiary Treatment)

Tertiary treatment is employed when high-quality effluent is required, particularly for reuse or discharge into sensitive environments.

Major Processes

• Coagulation and Flocculation: Removal of fine particles and color
• Filtration: Sand filters, membrane filtration
• Disinfection: Chlorination, UV radiation, ozonation
• Nutrient Removal:
• Nitrogen: Nitrification–denitrification
• Phosphorus: Chemical precipitation using alum or lime

Sludge Treatment and Disposal

Sludge generated during primary and secondary treatment is thickened, digested (aerobically or anaerobically), dewatered, and safely disposed of or reused as fertilizer if free from pathogens and toxic substances.

 

Microscopy

 

Microscopy is the science of using microscopes to observe objects that are too small to be seen with the naked eye. In microbiology, microscopy is essential for studying microorganisms such as bacteria, fungi, protozoa, and viruses.

Importance of Microscopy in Microbiology

–       Study of morphology (shape, size, arrangement)

–       Identification and classification of microorganisms

–       Observation of stained and unstained specimens

–       Understanding cell structure and function

Microscope-

"Micro" refers to tiny, and "scope" refers to view or look at. Microscopes are tools used to enlarge small objects so that they can be observed and studied. They range from a simple magnifying glass to an expensive electron microscope.

In the field of microbiology, the invention of the microscope is mainly credited to Antonie van Leeuwenhoek (1632–1723). He was the first person to observe and describe microorganisms (which he called “animalcules”). He used a simple microscope with very high magnification (about 200–300×). In 1674–1683, he observed bacteria, protozoa, yeast, and sperm cells.

Note- Zacharias Janssen (c. 1590) → Invented the compound microscope

Antonie van Leeuwenhoek → First to use the microscope to study microorganisms

Classification of microscopes.

Microscopes can be classified based on various properties.  Based on the lens system, microscopes are of two types.

Simple microscope	Compound microscope
1. It has a single lens system.	1. It has two or more lens system.
2. Example:-Magnifying glass.	2. Example:-Compound microscope basically used in the laboratory.
3. Reading small letters, simple observation	3. Studying microorganisms, cells
4.Magnification Low (up to ~10×)	4. High (40×–1000×)

Based on the source of illumination, there are two types of microscope:

Light Microscope	Electron Microscope
1.   It uses light as a source of illumination.	1.   It uses an electron or electron gun as a source of illumination.
2.   Lens used in a glass lens	2.   The lens used is an electromagnetic lens.
3.   Here, a vacuum is not needed.	3.   A vacuum must be created since electrons can travel only in a vacuum.
4.   Resolution is low compared to the electron microscope.	4.   Resolution is very high, capable of viewing particles of size 0.1 to 0.2 nanometers (nm).
5.   Image can be directly seen by the human eye.	5.   Since the human eye can’t see electrons. Electrons are converted into an amazing image by striking a fluorescent screen.

Types of Microscope

Bright Field Microscopy

Bright Field Microscopy is the most basic, commonly used light microscopy technique where light passes directly through a sample, producing a dark image on a bright, illuminated background. It is essential for observing stained, fixed, or high-contrast,, colored samples in biology and materials science.

· Imaging Principle: Transmitted white light passes through the specimen, and the image is formed by the absorption of light in denser, stained areas.

· Applications: Commonly used in microbiology for examining stained bacteria and in cell biology for tissue sections.

Magnification

The microscope produces an enlarged image of the object that is examined through it. This enlargement is known as its magnification and is measured in diameter. Eg: A magnifying lens which gives an image 36 times as large as that of the object is said to have a magnification of 36 diameter or 36X(x=times).

Magnification is the process of enlarging the apparent size of an object. It tells how many times the image of the object is larger than the actual object.

Total Magnification=Magnification of Objective Lens×Magnification of Eyepiece (Ocular Lens)

Example:

• Objective lens = 40×
• Eyepiece = 10×
• Objective lens = 40×

Total Magnification=40×10=400×

Note: High magnification without good resolution gives a blurry image.

Resolution

Resolution (or resolving power) is the ability of a microscope to distinguish two points that are very close together as separate entities. In other words, it measures the clarity or detail of the image.

The ability of a microscope to distinguish two closely spaced objects as separate and distinct entities is called resolution. Eg. The human eye has the resolving power of 0.25mm, which means that two dots placed 0.25mm apart can be distinguished as two dots. If the distance between the two dots is less than 0.25, only one dot will be seen.

•        Resolving Power (R.P.) = λ/2 NA where λ= wavelength of light , N.A=Numerical Aperture

or

Formula for Resolution (d):  d=λ/2 NA

Where:

• d= minimum distance between two distinguishable points (in meters or micrometers)
• λ (lambda) = wavelength of light used (usually 400–700 nm for visible light)
• NA = Numerical Aperture of the objective lens

Interpretation:

The formula RP = λ / (2 x NA) indicates that the resolving power is influenced by both the wavelength of light and the numerical aperture.

The resolving power is inversely proportional to the wavelength of light (λ). As the wavelength decreases, the resolving power increases, allowing for better separation of closely spaced objects.

The resolving power is directly proportional to the numerical aperture (NA). Higher numerical apertures lead to greater resolving power. A larger NA allows the lens to capture more diffracted light, contributing to improved resolution.

• Smaller d → better resolution → can see finer details
• Higher NA or shorter wavelength → better resolving power