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ENCE 305Bachelor in Civil Engineering · Semester 52 Papers Available

Sanitary Engineering

Past examination question papers and complete curriculum syllabus for Sanitary Engineering (ENCE 305), Bachelor in Civil Engineering Semester 5 under Institute of Engineering (IOE), Tribhuvan University.

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Most Frequently Asked Questions

Top recurring IOE board exam questions for Sanitary Engineering with verified mark schemes, formula notation, and recurrence frequency.

Showing 30 of 30 top repeated questions

Introduction

1 Question
#1Repeated 5 Times[5 Marks]Introduction
Explain the significance of sanitation within the WASH (Water, Sanitation, and Hygiene) framework. Compare separate, combined, and partially separate sewerage systems with their merits and limitations.
Appeared in:2082 Chaitra2081 Chaitra2080 Bhadra2078 Bhadra2075 Chaitra

Quantity of Wastewater

3 Questions
#1Repeated 5 Times[6 Marks]Quantity of Wastewater
Define Dry Weather Flow (DWF) and Wet Weather Flow (WWF). Explain the factors affecting dry weather flow. State the Rational Formula for storm runoff calculation: Q = (1/360)*C*I*A, and explain time of concentration (tc = ti + tt).
Appeared in:2082 Chaitra2081 Chaitra2080 Bhadra2078 Bhadra2076 Ashwin
#2Repeated 4 Times[4 Marks]Quantity of Wastewater
A storm sewer drains a catchment with inlet time (overland flow time) = 8 minutes; length of sewer line = 600 m; velocity in sewer = 1.0 m/s. Calculate the total time of concentration to the outlet of the sewer and determine the design storm runoff.
Appeared in:2082 Chaitra2080 Bhadra2078 Bhadra2075 Ashwin
#3Repeated 3 Times[6 Marks]Quantity of Wastewater
Explain the factors influencing dry weather flow (DWF) and storm water flow (wet weather flow). Describe the Rational Method ($Q = \frac{1}{360} C I A$) for computing storm runoff peak discharge.
Appeared in:2083 Baishakh2081 Bhadra2079 Chaitra

Design and Construction of Sewers

4 Questions
#1Repeated 5 Times[6 Marks]Design and Construction of Sewers
Why is self-cleansing velocity essential in sewer design? Explain non-scouring velocity. Derive the hydraulic elements for circular sewers flowing partially full (proportional depth, area, hydraulic radius, and velocity).
Appeared in:2082 Chaitra2081 Chaitra2080 Bhadra2078 Bhadra2074
#2Repeated 5 Times[6 Marks]Design and Construction of Sewers
Design a circular sewer for a separate system flowing 0.6 full at peak conditions to serve a population of 100,000 with a per capita water supply of 125 lpcd. The sewer is to be laid at a gradient of 1 in 500. Assume 80% of water supply contributes to sewage, peak factor = 2.5, and Manning's n = 0.013. Check for self-cleansing velocity.
Appeared in:2082 Chaitra2081 Chaitra2080 Bhadra2078 Bhadra2075 Chaitra
#3Repeated 4 Times[8 Marks]Design and Construction of Sewers
Design a circular sanitary sewer to serve a population of 50,000 with a per capita water supply of $150\text{ lpcd}$, peak factor 2.5, ground slope $1 \text{ in } 600$, Manning's $n = 0.013$, running $0.7$ full at maximum discharge.
Appeared in:2082 Chaitra2080 Baishakh2078 Bhadra2075 Chaitra
#4Repeated 3 Times[6 Marks]Design and Construction of Sewers
Explain the hydraulic design criteria of sanitary sewers: self-cleansing velocity ($v \ge 0.6 \text{ to } 0.8\text{ m/s}$) and non-scouring maximum velocity ($v \le 3.0\text{ m/s}$). Why are sewers designed to flow partially full at peak discharge?
Appeared in:2082 Bhadra2080 Chaitra2077 Magh

Sewer Appurtenances

2 Questions
#1Repeated 5 Times[6 Marks]Sewer Appurtenances
Explain the purpose, construction, and working of sewer appurtenances with neat sketches: (i) Drop manhole, (ii) Inverted siphon (depressed sewer), (iii) Lamp hole, (iv) Catch basin, and (v) Storm water regulator (overflow relief weir).
Appeared in:2082 Chaitra2081 Chaitra2079 Bhadra2078 Bhadra2076 Ashwin
#2Repeated 3 Times[6 Marks]Sewer Appurtenances
Describe the construction and hydraulic working of inverted syphon (depressed sewer) with a neat longitudinal section. Why are multiple pipe barrels provided?
Appeared in:2083 Baishakh2081 Chaitra2079 Baishakh

Wastewater Microbiology

1 Question
#1Repeated 4 Times[5 Marks]Wastewater Microbiology
Explain bacterial metabolism processes (aerobic, anaerobic, and facultative) highlighting the biochemical waste removal mechanisms. Classify wastewater microorganisms based on their carbon and energy sources.
Appeared in:2082 Chaitra2081 Chaitra2078 Bhadra2075 Chaitra

Characteristics and Examination of Wastewater

3 Questions
#1Repeated 5 Times[6 Marks]Characteristics and Examination of Wastewater
Define Biochemical Oxygen Demand (BOD) and Chemical Oxygen Demand (COD). Derive the first-stage BOD reaction kinetics equation y_t = L_0 * (1 - 10^(-K*t)). Interpret the physical significance of higher and lower values of the deoxygenation rate constant K.
Appeared in:2082 Chaitra2081 Chaitra2080 Bhadra2078 Bhadra2076 Ashwin
#2Repeated 4 Times[4 Marks]Characteristics and Examination of Wastewater
A factory produces an average of 250 MLD of wastewater per day, with BOD5 (at 20°C) of 1500 mg/L. Compute the BOD equivalent population given that the domestic per capita BOD5 (at 20°C) load is 80 g/capita/day.
Appeared in:2082 Chaitra2080 Bhadra2078 Bhadra2075 Ashwin
#3Repeated 4 Times[8 Marks]Characteristics and Examination of Wastewater
Derive the first-stage Biochemical Oxygen Demand (BOD) equation: $y_t = L_0 (1 - 10^{-k t}) = L_0 (1 - e^{-K t})$. For a wastewater sample having 5-day $20^\circ\text{C}$ BOD of $220\text{ mg/L}$ and $k_{10} = 0.10\text{ day}^{-1}$, determine its ultimate carbonaceous BOD ($L_0$) and 3-day BOD at $25^\circ\text{C}$.
Appeared in:2082 Bhadra2081 Baishakh2078 Chaitra2076 Chaitra

Wastewater Disposal

4 Questions
#1Repeated 5 Times[8 Marks]Wastewater Disposal
Describe wastewater disposal by dilution and the self-purification phenomenon of natural streams (zones of pollution). Explain the Oxygen Sag Curve and the Streeter-Phelps equation for critical dissolved oxygen deficit (Dc) and critical distance/time (tc).
Appeared in:2082 Chaitra2081 Chaitra2080 Bhadra2078 Bhadra2074
#2Repeated 5 Times[6 Marks]Wastewater Disposal
A city discharges 1500 L/s of sewage into a stream whose minimum discharge is 6000 L/s. Sewage BOD5 = 240 mg/L and river BOD5 = 3 mg/L. Saturated DO = 9.17 mg/L, initial DO of stream = 90% saturation, initial DO of sewage = 0. If the minimum allowable DO in the stream is 4.0 mg/L, calculate the required degree of treatment. (K1 = 0.1 /day, K2 = 0.3 /day).
Appeared in:2082 Chaitra2081 Chaitra2079 Bhadra2076 Ashwin2073
#3Repeated 5 Times[5 Marks]Wastewater Disposal
Explain sewage disposal by land treatment (sewage farming). What is sewage sickness? Explain its causes, preventive measures, and methods of soil reclamation.
Appeared in:2081 Chaitra2080 Bhadra2078 Bhadra2075 Chaitra2072
#4Repeated 4 Times[8 Marks]Wastewater Disposal
Explain the natural self-purification of polluted streams. Draw and explain the Streeter-Phelps Dissolved Oxygen (DO) sag curve and derive the critical deficit ($D_c$) and critical travel time ($t_c$).
Appeared in:2082 Chaitra2080 Chaitra2076 Chaitra2074 Bhadra

Wastewater Treatment

6 Questions
#1Repeated 5 Times[8 Marks]Wastewater Treatment
Describe the operational principles, flow sheet, and design parameters of the Activated Sludge Process (ASP). Identify common operational problems (sludge bulking, rising sludge, foaming) and provide engineering remedies for each.
Appeared in:2082 Chaitra2081 Chaitra2080 Bhadra2078 Bhadra2076 Ashwin
#2Repeated 5 Times[6 Marks]Wastewater Treatment
Design a Standard-Rate Trickling Filter to treat 5 MLD of settled municipal sewage with a BOD of 240 mg/L. The final effluent BOD should not exceed 35 mg/L. Assume organic loading rate = 0.25 kg BOD/m^3/day and hydraulic loading rate = 2.5 m^3/m^2/day.
Appeared in:2082 Chaitra2081 Chaitra2080 Bhadra2078 Bhadra2075 Chaitra
#3Repeated 5 Times[6 Marks]Wastewater Treatment
Explain the biological mechanisms and design parameters of Waste Stabilization Ponds (Anaerobic, Facultative, and Maturation ponds). Describe the cycle and pollutant removal in Sequencing Batch Reactors (SBR) and Anaerobic Baffled Reactors (ABR).
Appeared in:2082 Chaitra2081 Chaitra2079 Bhadra2078 Bhadra2076 Ashwin
#4Repeated 4 Times[8 Marks]Wastewater Treatment
Describe the Activated Sludge Process (ASP). Explain the operational parameters: Food-to-Microorganism ratio ($F/M$), Mean Cell Residence Time (Sludge Age $\theta_c$), Hydraulic Retention Time ($HRT$), and Sludge Volume Index ($SVI$).
Appeared in:2083 Baishakh2081 Bhadra2077 Chaitra2075 Bhadra
#5Repeated 4 Times[8 Marks]Wastewater Treatment
Design a standard rate trickling filter to treat $3.0\text{ MLD}$ of settled domestic wastewater with a 5-day BOD of $180\text{ mg/L}$. The organic loading rate is $160\text{ g/m}^3/\text{day}$ and hydraulic loading rate is $2.0\text{ m}^3/\text{m}^2/\text{day}$. Determine filter dimensions and BOD removal efficiency using NRC formula.
Appeared in:2081 Chaitra2079 Chaitra2077 Magh2075 Bhadra
#6Repeated 3 Times[8 Marks]Wastewater Treatment
Explain the working principles and design considerations of Waste Stabilization Ponds (anaerobic, facultative, and maturation ponds). Highlight symbiotic relationship between algae and bacteria.
Appeared in:2082 Bhadra2080 Baishakh2078 Chaitra

Sludge Treatment and Disposal

3 Questions
#1Repeated 5 Times[6 Marks]Sludge Treatment and Disposal
Explain the stages of anaerobic sludge digestion (hydrolysis, acidogenesis, acetogenesis, methanogenesis). As an environmental engineer, how would you evaluate if an anaerobic sludge digester is functioning properly? Design a standard sludge digestion tank.
Appeared in:2082 Chaitra2081 Chaitra2080 Bhadra2078 Bhadra2075 Ashwin
#2Repeated 3 Times[8 Marks]Sludge Treatment and Disposal
Explain the anaerobic sludge digestion process (hydrolysis, acidogenesis, acetogenesis, and methanogenesis). Compare standard-rate and high-rate anaerobic digesters and calculate gas production volume.
Appeared in:2083 Baishakh2082 Chaitra2080 Chaitra
#3Repeated 3 Times[6 Marks]Sludge Treatment and Disposal
Describe sludge dewatering methods: sludge drying beds, filter presses, centrifuges, and belt filter presses. Explain the ultimate disposal routes of stabilized sludge (agricultural land application, composting, sanitary landfilling).
Appeared in:2081 Bhadra2079 Baishakh2077 Magh

Onsite Sanitation of Waste from Isolated Facilities

3 Questions
#1Repeated 5 Times[8 Marks]Onsite Sanitation of Waste from Isolated Facilities
Explain the working mechanism, design criteria, and construction details of a Septic Tank with a neat sketch. Design a septic tank and soak pit/dispersion trench to serve a hostel of 150 students with a water supply of 100 lpcd and desludging period of 2 years.
Appeared in:2082 Chaitra2081 Chaitra2080 Bhadra2078 Bhadra2075 Chaitra
#2Repeated 4 Times[5 Marks]Onsite Sanitation of Waste from Isolated Facilities
Explain the concept, components, and advantages of Ecological Sanitation (Ecosan) toilets and Ventilated Improved Pit (VIP) latrines with neat sketches.
Appeared in:2081 Chaitra2080 Bhadra2078 Bhadra2076 Ashwin2074
#3Repeated 4 Times[8 Marks]Onsite Sanitation of Waste from Isolated Facilities
Design a Septic Tank and Soak Pit for an institutional hostel with 120 residents. Given sewage flow of $100\text{ lpcd}$, sludge accumulation rate of $0.035\text{ m}^3/\text{person/year}$, desludging interval of 2 years, detention period of 24 hours, and percolation rate of $15\text{ min/cm}$.
Appeared in:2082 Bhadra2080 Baishakh2076 Bhadra2074 Chaitra

Curriculum Syllabus & Course Topics

Sourced from TU curriculum portal
Full Syllabus (PDF)
Chapter-wise Units & Micro-Syllabus Topics (10 Units)

  1. 1. Introduction

    • 1.1Sanitary engineering: Environment, water sanitation, and hygiene aspects
    • 1.2Objective of wastewater treatment, disposal, and management
    • 1.3Definitions: Sewage/wastewater; Domestic sewage; Industrial sewage; Sanitary sewage; Storm water; Sullage; Sewer; Black water; Brown water; Yellow water; Grey water; Sewerage; Garbage; Rubbish; Solid waste
    • 1.4Historical development and importance of wastewater management (Global to national context)
    • 1.5Sanitation systems (Conservancy and water carriage systems) with merits and demerits
    • 1.6Sewerage systems and types (Separate, combined and partially separate systems) with merits, demerits, and engineering significance
    • 1.7Typical schematic diagram of wastewater, and solid waste management methods: Collection, conveyance, treatment, and disposal

  2. 2. Quantity of Wastewater

    • 2.1Dry weather flow and wet weather flow
    • 2.2Sources of sanitary sewage: Private and public; Groundwater infiltration; Unauthorized connections
    • 2.3Factors affecting the quantity of sanitary sewage: Population; Rate of water supply; Groundwater infiltration; Unauthorized connections
    • 2.4Quantity estimate of sanitary sewage: Variations; Peak factor; Peak flow
    • 2.5Quantity estimate of storm water: Rational and empirical formulae, time area graph and their limitations; Empirical formula for rainfall intensities
    • 2.6Factors affecting the quantity of storm water
    • 2.7Design discharge of wastewater for separate, combined and partially separate systems

  3. 3. Design and Construction of Sewers

    • 3.1Sewer and its function (Open and closed channel flow)
    • 3.2Shapes of sewers: Circular and non-Circular sections (Merits and demerits)
    • 3.3Sewer materials: Requirements; Types (Salt glazed stoneware, cement concrete, cast iron, vitrified clay, wooden, PVC, CPVC, HDPE)
    • 3.4Design criteria of sewers
    • 3.4.1Specific gravity of wastewater
    • 3.4.2Design period and selection criteria
    • 3.4.3Minimum and maximum velocities; Self-cleansing velocity
    • 3.4.4Sewer size and gradient range
    • 3.4.5Hydraulic design of sewers by Manning's, Chezy's and Hazen Williams formulae
    • 3.4.6Hydraulic elements of sewers for partial flow condition
    • 3.4.7Partial flow diagrams and its significance
    • 3.4.8Design of sewers of separate and combined systems
    • 3.5Introduction to storm water drainage system
    • 3.6Construction of sewer: Desk study; Setting out; Alignment and gradient; Excavation of trench; Timbering of trench; Dewatering of trench; Laying and jointing; Testing of sewer (Straightness, obstruction, water and air tests) Backfilling of trench; Maintenance

  4. 4. Sewer Appurtenances

    • 4.1Necessity of sewer appurtenances
    • 4.2Introduction, importance, use, construction, and working mechanism of sewer appurtenances: Manhole; Drop manhole; Lamp hole; Street inlets; Catch basin; Flushing devices; Sand, grease and oil traps; Inverted siphon; Sewer outlet; Ventilating shaft; Wastewater / storm water regulators

  5. 5. Wastewater Microbiology

    • 5.1Microbes of interest and their roles in wastewater: Bacteria; Fungi; Algae; Protozoa; Rotifers; Crustaceans
    • 5.2Types of microorganisms in wastewater: Based on carbon source, energy, and environmental factors (Oxygen requirement, pH, salt, temperature)
    • 5.3Requirement for microbial growth: Nutrient; Electron donor; Acceptor; Macronutrients and micronutrients; Environmental conditions
    • 5.4Bacterial growth and biomass yield: Bacterial reproduction; Population dynamics; Growth curve and kinetics; Metabolism process (Anabolism and catabolism); Waste removal mechanism
    • 5.5Decomposition of wastewater and type of bacteria: Aerobic; Anoxic; Facultative; Anaerobic decomposition with process microbiology
    • 5.6Fates of carbon, nitrogen, phosphorous in wastewater
    • 5.7Fresh and stale wastewater: Microbiological aspects

  6. 6. Characteristics and Examination of Wastewater

    • 6.1Introduction and importance of characteristics of wastewater
    • 6.1.1Physical characteristics and their significance: Colour; Odour; Temperature; Turbidity
    • 6.1.2Chemical characteristics and their significance: PH; Solids; Carbonaceous nitrogenous: Phosphorous contents
    • 6.1.3Biological characteristics and their significance: Bacteria (Total and Feacal coliform)
    • 6.2Sampling of wastewater
    • 6.2.1Grab, composite, and integrated samples
    • 6.2.2Preservation, storing and transportation
    • 6.3Biochemical oxygen demand (BOD)
    • 6.3.1Definition of BOD and its significance
    • 6.3.2BOD in term of population equivalent
    • 6.3.3Derivation of BOD equation
    • 6.3.4Rate reaction, ultimate BOD and relation with temperature
    • 6.3.5Relative stability
    • 6.4Chemical oxygen demand (COD): Definition, types and significance
    • 6.5Examination of wastewater
    • 6.5.1Necessity of wastewater examination (Forms of phosphorous and nitrogen, solid fractionation, fractionation of total organic carbon)
    • 6.5.2Examination of wastewater: Suspended; Volatile; Fixed and total solids; Settleable and non-settleable solids; Dissolved oxygen (DO); Theoretical oxygen demand (TOD); BOD with and without dilution; COD; Total organic carbon (TOC); Total and Kjeldahl nitrogen; Total phosphorous

  7. 7. Wastewater Disposal

    • 7.1Necessity and objectives of wastewater disposal
    • 7.2National effluent discharge standards and provisions
    • 7.3Wastewater disposal methods: Dilution and Land treatment
    • 7.3.1Wastewater disposal by dilution process and essential conditions for dilution: Self-purification of rivers/streams; Factors affecting self- purification (Dilution, current, sunlight, sedimentation, temperature, oxidation and reduction); Oxygen sag curve; Streeter Phelp's equation (Derivation not required)
    • 7.3.2Wastewater disposal by land treatment: suitability of land treatment; Methods of land treatment (Irrigation, overland flow, rapid infiltration, broad irrigation and sewage farming); Methods of application of sewage on land (Flooding, surface irrigation, ridge and furrow method, subsurface irrigation, and spray irrigation); Sewage sickness and its prevention

  8. 8. Wastewater Treatment

    • 8.1Treatment processes and impurities removal
    • 8.2Treatment train/process flow diagram
    • 8.3Physical treatment processes
    • 8.3.1Racks and Screens: Purpose, types and construction (Bar, coarse, and fine screens); design criteria
    • 8.3.2Grit chamber: Purpose, construction and design criteria
    • 8.3.3Skimming tank: Purpose, construction, and design criteria
    • 8.3.4Equalization tank: Introduction, purposes, and types
    • 8.3.5Sedimentation tank: Principle of settling (Type I, II, III, and IV), purpose, types, and design criteria
    • 8.4Chemical treatment process: Chemical precipitation (Purpose, mixing, and flocculation)
    • 8.5Biological (Secondary) treatment process
    • 8.5.1Objectives of biological treatment process
    • 8.5.2Principles of biological treatment process (Attached and suspended growth processes)
    • 8.5.3Types of biological treatment process
    • 8.5.3.1Sewage filtration, filter types: Intermittent sand filter (Purpose, construction, working, cleaning, merits and demerits); Contact bed (Purpose, construction, working, cleaning, merits and demerits); Trickling filter (Purpose, construction, working, cleaning merits and demerits, types - high and standard rates, recirculation, two-stage filters, design criteria, operational and maintenance issues)
    • 8.5.3.2Activated sludge process: Principle, construction and process description; Aeration methods (Design parameters and criteria, secondary clarifier, advantages and disadvantages); Sludge volume/density index and its significance; Control parameters and operational issues (Filamentous bulking, Foaming and mousse formation, Pin- point floc, deflocculation)
    • 8.5.3.3Oxidation ponds: Purpose, merits and demerits of oxidation ponds; theory of oxidation ponds; construction of oxidation ponds; commissioning; operation and maintenance; operational issues; design criteria
    • 8.6Sequential batch reactor, membrane bioreactor and moving bed bioreactor: Introduction, removal mechanism and application
    • 8.7Tertiary treatment system: Mechanism, impurity removal and application
    • 8.7.1Pathogen removal: Disinfection, disc filters, and maturation ponds
    • 8.7.2Nutrient removal (Nitrogen and phosphorous): Decentralized wastewater treatment system (Introduction, Mechanism, and uses); Anaerobic baffled reactor; Nature-based treatment system - Constructed wetland (Types based on flow: Surface and subsurface, Horizontal and vertical flow), advantages and disadvantages

  9. 9. Sludge Treatment and Disposal

    • 9.1Sources and characteristics of sludge
    • 9.2Estimation of sludge volume; Volume-Moisture relation
    • 9.3Sludge treatment methods
    • 9.3.1Grinding and blending
    • 9.3.2Thickening: Gravity thickener (Purpose, construction and loading criteria)
    • 9.3.3Digestion: Aerobic and anaerobic digestion, digestion process, control of digestion, construction and design criteria of digester
    • 9.3.4Drying: Sludge drying beds (Purpose and construction)
    • 9.3.5Sludge disposal methods: Dumping; Landfilling; Lagoons; Spreading on land; Composting (Purpose, principles, types - Windrow and mechanical); Incineration (Purpose and construction)
    • 9.4Feacal sludge management practices (Treatment train): Issues, and challenges in Nepal

  10. 10. Onsite Sanitation of Waste from Isolated Facilities

    • 10.1On site sanitation: Definition, necessity, and types
    • 10.2Solid Waste Management: Definition, necessity, 3R principles, composting and types
    • 10.3Pit privy: Purpose and construction; Ventilated improved pit latrine (VIP) - Purpose, construction, design criteria, types (Single pit, double pits and multiple pits, advantages and disadvantages)
    • 10.4Pour flush latrine: Purpose, construction, and design criteria
    • 10.5Septic tank: Purpose, construction, design criteria, working and maintenance
    • 10.6Septic tank effluent disposal methods: Drain field (Purpose, construction, and design criteria); Soak pit (Purpose, construction, and design criteria); Evapotranspiration mound (Purpose and construction); Leaching cesspool (Purpose and construction)
    • 10.7Design of VIP latrine, pour flush latrine, septic tank, drain field, and soak pit

Examination Scheme & Marks Distribution

Evaluation Structure

  • Final Board Theory Exam: 60 Marks (Pass mark: 24)
  • Internal Assessment: 40 Marks (Pass mark: 16)
  • Practical / Lab Exam: 25 or 50 Marks (Continuous lab evaluation + viva, where applicable)

* This is the general current IOE 60/40 scheme; verify course-specific details in the syllabus above.

Exam Preparation Guidelines

  • Review the 2 available past examination papers to identify recurring patterns, core problem types, and chapter weightage.
  • Cross-reference key answers with official syllabus units, standard textbooks, and lecture notes.
  • Structure answers with labeled diagrams, concise bullet points, and highlight final answers in numerical solutions.

Frequently Asked Questions (Sanitary Engineering)

Q: How can I download Sanitary Engineering past question papers?

You can preview or download the Sanitary Engineering question papers (PDF) directly using the built-in viewer on this page with zero redirects or paywalls.

Q: What is the pass mark for Sanitary Engineering?

The general current scheme is a 60-mark final theory exam and a 40-mark internal assessment, with pass marks of 24 and 16. Verify the course-specific syllabus above.

Q: Where can I find the complete syllabus for this subject?

The available chapter-wise syllabus and topic breakdown is indexed in the Syllabus section above, with links to the curriculum PDF source.

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