All FLUID MECHANICS (FM) Notes by Mr. Denish Jangid

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All FLUID MECHANICS (FM) Notes by Mr. Denish Jangid Fluids Definition, Type of fluids, Ideal fluids, real fluids, Newtonian and non-Newtonian fluids.Properties of Fluids: Units of measurement, Mass density, Specific weight, Specific volume, Specific Gravity, Viscosity, Surface tension and Capillarity, Compressibility and Elasticity.Principles of Fluid Statics: Basic equations, Pascal Law, Type of pressure:-atmospheric pressure, Gauge pressure, vacuum pressure, absolute pressure, manometers, Bourdon pressure gauge.Buoyancy; Forces acting on immersed plane surface. Centre of pressure, forces on curved surfaces. Conditions of equilibrium for floating bodies, meta-centre and analytical determination of meta centric height.Kinematics of Flow: Visualisation of flow, Types of flow: Steady and unsteady, uniform and non-uniform, rotational and irrotaional flow, Laminar and turbulent flow, streamline, path line, streak line, principle of conservation of mass, equation of continuity, acceleration of fluid particles local and convective, velocity, acceleration, velocity potential and stream function, elementary treatment of flow net, vorticity, circulation, free and forced vortex. Fluid mass subject to horizontal and vertical acceleration and uniform rotation.Fluid Dynamics: Control volume approach, Euler’s equation, Bernoulli’s equation and its applications, venture-meter, orificemeter, orifices & mouthpieces, time of emptying of tanks by orifices, momentum and angular momentum equations and their applications, pressure on flat plates and nozzles.Laminar Flow through Pipes: Laminar flow through pipes, Relation between shear & pressure gradient. Flow between plates & pipes. Hagen- Poiseuille equation, Equations for velocity distribution, pressure difference velocity distribution over a flat plate and in a pipe section, Darcy-Weisbach equation, friction factor , minor losses, pipe networks

Engineering

Denis Jangeed
Notes by Mr. Denis Jangeed
Notes by Mr. Denis Jangeed
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Solid waste management & Types of Basic civil Engineering notes by DJ Sir Types of SWM Liquid wastes Gaseous wastes Solid wastes. CLASSIFICATION OF SOLID WASTE: Based on their sources of origin Based on physical nature SYSTEMS FOR SOLID WASTE MANAGEMENT: METHODS FOR DISPOSAL OF THE SOLID WASTE: OPEN DUMPS: LANDFILLS: Sanitary landfills COMPOSTING Different stages of composting VERMICOMPOSTING: Vermicomposting process: Encapsulation: Incineration MANAGEMENT OF SOLID WASTE: Refuse Reuse Recycle Reduce FACTORS AFFECTING SOLID WASTE MANAGEMENT:

Basic Civil Engineering Notes of Chapter-6, Topic- Ecosystem, Biodiversity G...

Denish Jangid

Basic Civil Engineering Notes of Chapter-6, Topic- Ecosystem, Biodiversity Green house effect & Hydrological cycle Types of Ecosystem (1) Natural Ecosystem (2) Artificial Ecosystem component of ecosystem Biotic Components Abiotic Components Producers Consumers Decomposers Functions of Ecosystem Types of Biodiversity Genetic Biodiversity Species Biodiversity Ecological Biodiversity Importance of Biodiversity Hydrological Cycle Green House Effect

Basic Civil Engg Notes_Chapter-6_Environment Pollution & Engineering

Denish Jangid

DEFINITION OF POLLUTION Environmental pollution Pollutants Types of Pollution Air Water Noise Land Pollution NAAQS AQI Level Central Pollution Control Boar Environment Act, 1986 Air Quality Index (AQI) Level Causes of Air Pollution Fossil Fuels Effects of Air Pollution Air Pollution Control Water Pollution & Types Causes of Water Pollution Standard Parameters drinking Effects of Water Pollution How to Avoid Water Pollution Causes of Noise Pollution Rainwater Harvesting Effects of Noise Pollution Prevention of Noise Pollution Definition of Land Pollution Causes of Land Pollution Prevention of Land Pollution Why is Rainwater Harvesting Objectives of Rainwater Harvesting Methods of Rainwater Harvesting Surface runoff harvesting Roof top rainwater harvesting

Basic Civil Engineering notes on Transportation Engineering, Modes of Transpo...

Denish Jangid

Transport (British English) or Transportation (American English) ransportation has developed along three basic Mode (Media):- 1. Land Transportation (way)– (a) Road Transportation (b) Rail Transportation 2. Water Transportation 3. Air Transportation Tramway Inland water transport Ocean transport These may be classified as under: (a). Liners (b). Tramps Liners Vs Tramps Figure- Layout airport runway design TRAFFIC SIGNS Types of Traffic Signs: 1. Mandatory/Regulatory Signs 2. Cautionary/Warning Signs 3. Informatory/Guide Signs STOP & Give way sign properties as per IS Code IRC 067: Code of Practice for Road Signs (Third Revision) Causes of road accidents ROAD SAFETY MEASURES (1.) Engineering (2.) Enforcement (3.) Education

Basic Civil Engineering first year Notes- Chapter 4 Building.pptx

Denish Jangid

Basic Civil Engineering notes first year Notes Building notes Selection of site for Building Layout of a Building What is Burjis, Mutam Building Bye laws Basic Concept of sunlight ventilation in building National Building Code of India Set back or building line Types of Buildings Floor Space Index (F.S.I) Institutional Vs Educational Building Components & function Sills, Lintels, Cantilever Doors, Windows and Ventilators Types of Foundation AND THEIR USES Plinth Area Shallow and Deep Foundation Super Built-up & carpet area Floor Area Ratio (F.A.R) RCC Reinforced Cement Concrete RCC VS PCC

surveying_module-3-trigonometric-leveling by Denis Jangeed.pdf

Denish Jangid

surveying_module-3-Trigonometric leveling by Denis Jangeed Methods of Observation Method of determining the elevation of To obtain R.L of top of a ten storeyed building following observation were taken. Indirect levelling on a rough terrain a point by theodolite • There are main three cases to determine the R.L of any point. • Case : 1 :- Base of Object accessible. • Case : 2 :- Base of object inaccessible, instrument station in the vertical plane as the elevated object. • Case : 3 :- Base of the object inaccessible , instrument stations not in the same vertical plane as the elevated object. There may be two case A. Instrument axis at same level B. Instrument axis at different level Angle of elevation Height of the instrument Calculate reduce level of the top of the tower from the following data. Indirect levelling on a steep slope

Total Station by Denis Jangeed.pdf

Denish Jangid

Total station, parts of total station, advantages and application. Practical on Total station To study the various electronic surveying instruments like EDM, Total Station etc. What is Total station? Total Station with Tripod stand & Reflector prism Basic components of Total station It is also integrated with microprocessor, electronic data collector and storage system Setting up the total station over a ground point Area Calculation by Total Station Volume Calculation by Total Station RDM & REM by Total Station AccuracyofaTotalStation Remote elevation measurement Applications of Total Station Uses of Total Station Total Station step by step Field Practical of TS

EDM-Electronic Distance Measurement by Denis Jangeed.pptx

Denish Jangid

EDM-Electronic Distance Measurement by Denis Jangeed Origin of Electronic Distance Measurement Principle of E.D.M. (Electronic Distance Measurements), Modulation, Types of E.D.M., Distomat, advantages and application. electromagnetic waves EDM Range 100 KM EDM accuracy of 1 in 105 Electromagnetic Spectrum Range microwaves, infrared waves and visible light waves Measurement of distance with EDM and a Reflector Classification of Electronic Distance Measurement Instrument EDM instruments are classified based on the type of carrier wave as Microwave instruments Infrared wave instruments Light wave instruments. Parts of EDM instruments Geodimeter Tellurometer Distomat Errors in EDM

CURVE SURVEYING By Denis Jangeed Type of Curves Methods for Setting Out of Circular Curve Broken-back Curve Elements of Circular Curve Elements of simple and compound curves, Types of curves, Elements of circular, reverse, and transition curves. Method of setting out simple, circular, transition and reverse curves, Types of vertical curves, length of vertical curves, setting out vertical curves. Tangent corrections.Reverse Curve Point of tangency Tangent distance Mid ordinate Length of Tangent Length of Chord Linear Method 1.By Ordinates or Offsets from the Long Chord 2.Perpendicular Offset From Tangent 3.By Offset From Chord Produced (Deflection Distance) 4.Radial Offset From Tangent 5 Successive Bisection Of Chords Angular Method Tape & Theodolite/Rankine Method / Tangential / Deflection Angles Two-theodolite Method Tachometer Method Degree of curvature

Surveying Levelling & Contouring Unit 2 Notes updating.pptx (1).pdf

Denish Jangid

Levelling Datum Reduced Level Absolute Level MSL Back sight Fore sight Intermediate sight Types of BenchMark Height of instrument Rise & Fall Method Temporary benchmark Great Trigonometric Survey BM Line of Collimation Barometric levelling Trigonometric Leveling Fly leveling Profile leveling Dumpy Level Y level or Wye-level Tilting Level Reversible Level Auto Level Automatic Level Levelling Staff Self reading staff Target staff Contour Characteristic of Contours Uses of contours maps Contour Interval and Horizontal Equivalent Errors in leveling Earth curvature Refraction Collimation errors Numerical on HI, Rise & Fall Method

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Denish Jangid

Wind and Seismic Analysis WASA or Building Design Notes.pdf

Denish Jangid

Wind and Seismic Analysis, WASA notes, Building Design Notes framed tubes Structural Systems: Types of structures and Structure’s forms, different type of design load, load path diagram Aspect ratio overturning resistance load combination Symmetry and Asymmetry in building forms, Vertical and lateral load resting elements, shear walls, framed tubes and various multi-storey configurations. Evaluation of structural system, strength and stiffness of a building, seismic force, lateral load resisting elements building configuration and seismic design, building design uplift racking overturning, regular & irregular shape of building, tube structured, outrigger structure, Wind and Seismic Analysis notes,

Surveying Complete Notes of Unit 1.pptx

Denish Jangid

Surveying Subject Weightage for GATE & ESE. Objective of Surveying Scope of Surveying Uses Of Surveying LINEAR AND ANGULAR MEASUREMENTS in Surveying Basic Definitions in Surveying Divisions Of Surveying Plumb Line Plain & Geodetic Surveying Fundamental Principles of Surveying Plan, Maps & Scale & Their Types RF Classification of Surveying Chain surveying Methods of Linear measurements Accessories used in Chain Surveying Ranging Rod/Pole or Picket Chaining Types of Chains types of tapes Tape Correction Ranging of Survey line The process of ranging Direct Ranging & Indirect Ranging Ranging by Line Ranger Instrument used for measurement of Direction and Angle Whole circle bearing (WCB) Reduced Bearing (RB) Quadrant Bearing (QB) Types of Meridian Types of Bearing Fore bearing and Back bearing Compass Surveying Traversing Types of traverse surveying Principle of Compass Surveying Methods of Traversing Traversing by Included Angle Types of Compass 1.PrismaticCompass 2.Surveyor’sCompass Temporary Adjustments for Prismatic Compass Theodolite Uses of Theodolite Classification of Theodolite Temporary adjustment of theodolite MEASUREMENT OF HORIZONTAL ANGLES:- a)Ordinary Method. b)Repetition Method. c)Reiteration Method.

WRED Water Resources Engineering Design lab Record work by Mr.Denish Jangid

Denish Jangid

WRED Water Resources Engineering Design lab Record work by Mr.Denish Jangid Index 1) A Canal was designed to supply the irrigation need of 1200 hectare of land growing rice of 140 days. Base period having a delta of 134 cm. If this canal water is used to irrigate wheat of base period 120days having a delta of 52cm. Calculate area of land that can be irrigated? 2) Design an irrigation channel using Kennedy’s theory to carry a discharge of 15 cumecs and take N=0.0225, m=1, S= 1in 5000 3) Design an irrigation channel using Lacey’s theory for a discharge of 20 cumecs and silt factor=1.0 4) Design an irrigation channel in a non erodible material to carry a discharge of 15 cumecs when max. Permissible velocity is 0.8m/sec. Assume bed slope 1 in 4000 side slope 1:1 & mannings N=0.025 5). Design a suitable cross-drainage work, given the following data at the crossing of a canal and drainage. Canal: Drainage: Full supply discharge = 32 cumecs High flood discharge = 300 cumecs Full supply level = R.L. 213.5 High flood level = 210.0 m Canal bed level = R.L. 212.0 High flood depth = 2.5 m Canal bed width = 20 m General ground level = 212.5 m. Trapezoidal canal section with 1.5 H: 1 V slopes. Canal water depth = 1.5 m 6) Lab Problem Check the stability of Gravity dam? 7) One hour triangular unit hydrograph of a watershed has the peak discharge of 60 M3/Sec. at 10 hours & time base is 30 hours. The Ø- index is 0.4cm/hr. & base flow is 15 M3/Sec. Then Calculate (i) Catchment area of watershed? (ii) If there is rain fall of 5.4cm in hour then what are the ordinate of flood hydrograph at 15th hour?

WRE water resources engineering lab work by Mr. Denish Jangid

Denish Jangid

WRE water resources engineering lab work for civil engineering. Index Design a Sarda type fall for following data: (i) Full supply discharge Us/Ds = 45 Cumec (ii) Full supply Level Us/Ds = 118.30m/116.80m (iii) Full supply depth Us/Ds = 1.8m/1.8m (iv) Bed width Us/Ds = 28m/28m (v) Bed level Us/Ds = 116.5m/115m Drop 1.5m & Taking Bligh’s coefficient of creep =8 Calculate uplift pressure Check the stability of gravity dam A masonry dam 6 meter high

Complete all notes WATER RESOURCE ENGINEERING (WRE)

Denish Jangid

Introduction of WATER RESOURCE ENGINEERING: Objective, scope and outcome of the course. Definitions, functions and advantages of irrigation, present status of irrigation in India, classification for agriculture, soil moisture and crop water relations, Irrigation water quality. Consumptive use of water, principal Indian crop seasons and water requirements. Canal Irrigation Types of canals, design of channels, regime and semi theoretical approaches (Kennedy’s Theory, Lacey’s Theory) Diversion Head works: Design for surface and subsurface flows, Bligh’s and Khosla’s methods. Embankment Dams: Suitable sites, causes of failures, stability and seepage analysis, flow net, principles of design of earth dams. Gravity Dams: Force acting on a gravity dam, stability requirements.. Well Irrigation: Open wells and tube wells, types of tube wells, duty of tube well water. Cross-Drainage Structure: Necessity of Crossdrainage structures, their types and selection, comparative merits and demerits. Hydrology: Definition, Hydrologic cycle, measurement of rainfall, Flood hydrograph, Rainfall analysis, Infiltration, Run off, Unit hydrograph and its determination. Irrigation Water Power and Canal its types with design of channels by Denish Jangid sir. covered kennedy lacey theory IS code method with comparison drawbacks. design of canal types of canal trapezoidal shape. Water Resource Engineering By KR Arora

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Denish Jangid

Introduction of WATER RESOURCE ENGINEERING Definitions Unit 1, functions and advantages of irrigation, Types of Irrigation system, Field Capacity,Relationship between Duty Delta Base Period, classification of crops, classification of soil water agriculture, soil moisture, Irrigation water quality. Gross Command Area Consumptive use of water, principal Indian crop seasons and water requirements.Irrigation efficiency Scope of irrigation engineering

M sand difference between river sand and m sand & Manufactured sand- properti...

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Spillways, Spillway capacity, flood routing through spillways, different type...

Denish Jangid

water distribution system & warabandi by Denish Jangid unit 2 Water Resources...

Denish Jangid

Water Resources Engineering types of wells with figures Denish Jangid Open we...

Denish Jangid

Water Resources Engineering types of wells with figuresOpen wells (Dug wells) Tube wells Wells and Tube Wells Irrigation in India Merit & Wells with Impervious lining CLASSIFICATION OF OPEN WELL BASED ON TYPE OF Lining  Well with pervious lining : These type of wells are suitable in coarse formations these are constructed by masonry of dry bricks or stones without any binding materials. So the water supply enters from the wall of well therefore the flow is radial. Such wells are provided with bottom plug so the flow is not combination of radial and spherical.well with pervious lining CLASSIFICATION OF TUBE WELL BASED ON SUPPLY SYSTEM Strainer type tube well Cavity tube well Slotted Type Tube well

Waterlogging Types & Causes of Waterlogging Effects & its control Salinity Ef...

Denish Jangid

waterlogging with figures water resource engineering by DJ sir unit 4 WRE Water logging, effects & its control salinity, effects & its control water logging types & causes of waterlogging Effects of waterlogging on plant growth causes of salinity effects of salinity measures to control salinity preventive measures curative measures How to Prevention of water logging. Water Logging: Causes, preventive and curative measures, drainage of irrigated lands, saline and alkaline lands, types of channels lining and design of lined channel.

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Hydrology by Denish Jangid sir

Denish Jangid

Canal & canal types with design of channels by dj sir covered kennedy lacey t...

Denish Jangid

Canal its types with design of channels by Denish Jangid sir. covered kennedy lacey theory IS code method with comparison drawbacks. design steps by kennedy design steps by lacey design of canal types of canal trapezoidal shape. Canal Irrigation. Subject- Water Resources Engineering By Dr.* Denish Jangid Assistant Professor Civil Engineering Department Canal Classification based on Financial returns Canal Classification based on Use Canal Classification based on Size Cana Masonry work alluvial soil Cross regulator Head regulator Silt Control device Silt ejector Silt excluder Factor affecting the Canal Alignment A contour canal is an artificially-dug navigable canal which closely follows the contour line of the land it traverses in order to avoid costly engineering works such as boring a tunnel through higher ground, building an embankment over lower ground, or constructing a canal lock (or series of locks) to change the level of the canal. Because of this, these canals are characterized by their meandering course. Step Determine the depth D and bed width B from values of A & P Cost of construction including cross drainage works should be minimized. .A shorter length of canal ensures less loss of head due to friction and smaller loss of discharge due to seepage and evaporation, so that additional area may be brought under cultivation. A canal may be aligned as a contour canal, a side slope canal or a ridge canal according to the type of terrain and culturable area. A contour canal irrigate areas only on one side of the canal. Where canal crosses valleys, different types of cross drainage works are required. A side slope canal is aligned at 90 degree to the contours of the region. A watershed or ridge canal irrigate areas on both sides. Cross drainage works are eliminated in case of ridge and side slope. Main canal is generally carried on a contour alignment. Branch and distributaries take off from a canal from or near the points where the canal crosses the watershed. All possible alignments should be studied and the best suited alignment should be selected. Number of rinks and acute curves should be minimized. They should be aligned as far as possible in partial cutting partial filling. Deep cutting should be avoided by comparing the overall cost of alternative alignments.

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This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks (CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations. When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10 and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing accuracy improvements over previous techniques. The results indicate that the combination of the volumetric input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating adversary training.

Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf

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Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.

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Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry. Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks. Data file handling has been effectively used in the program. The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.

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All FLUID MECHANICS (FM) Notes by Mr. Denish Jangid

1. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

2. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

3. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

4. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

5. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

6. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

7. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

8. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

9. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

10. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

11. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

12. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

13. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

14. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

15. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

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17. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

18. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

19. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

20. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

21. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

22. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

23. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

24. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

25. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

26. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

27. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

28. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

29. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

30. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

31. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

32. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

33. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

34. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

35. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

36. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

37. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

38. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

39. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

40. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

41. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

42. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

43. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

44. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

45. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

46. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

47. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

48. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

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51. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

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56. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

57. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

58. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

59. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

60. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

61. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

62. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

63. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

64. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

65. Denis Jangeed Notes by Mr. Denis Jangeed Notes by Mr. Denis Jangeed M r . D e n i s h J a n g i d

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