Reservoir Planning: Introduction; Investigations for reservoir planning; Selection of site for a reservoir; Zones of storage in a reservoir; Storage capacity and yield; Mass inflow curve and demand curve; Calculation of reservoir capacity for a specified yield from the mass inflow curve; Determination of safe yield from a reservoir of a given capacity; Sediment flow in streams; Life of reservoir; Reservoir sediment control; flood routing. Various types of Spillways and design.
Reservoir Planning: Introduction; Investigations for reservoir planning; Selection of site for a reservoir; Zones of storage in a reservoir; Storage capacity and yield; Mass inflow curve and demand curve; Calculation of reservoir capacity for a specified yield from the mass inflow curve; Determination of safe yield from a reservoir of a given capacity; Sediment flow in streams; Life of reservoir; Reservoir sediment control; flood routing. Various types of Spillways and design.
This presentation includes the estimation of storm sewage generated as a result of storm/rainfall events. It includes the detailed usage of rational formula for quantity estimation with solved examples.
WRED Water Resources Engineering Design lab Record work by Mr.Denish JangidDenish 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?
A rainfall-runoff model for Chew and Kinder Reservoirs, Peak District; utilising the Flood Studies Report to find whether the dams at Chew and Kinder could withstand a 1-in-10,000 year storm (UK recommended safety limit)
Grade: 91%
Runoff is that portion of the rainfall or irrigation water which leaves a field either as surface or as subsurface flow. When rainfall intensity reaching the soil surface is less than the infiltration capacity, all the water is absorbed in to the soil. As rain continues, soil becomes saturated and infiltration capacity is reduced, shallow depression begins to fill with water, then the overland flow starts as runoff.
A study on comparision of runoff estimated by Empirical formulae with Measure...Ahmed Ali S D
MAIN PUPOSE OF THIS PPT PRESENTATION IS TO SELECT SIUTABLE DISCHARGE FORMULA FOR A RIVER BASIN TO ESTIMATE RUNOFF ONLY BY USING PRECIPITATION DATA ONLY. IF WE KNOW RAINFALL DATA WE EASILY ESTIMATE FUTURE RUNOFF ALSO.
Research Inventy : International Journal of Engineering and Scienceinventy
Research Inventy : International Journal of Engineering and Science is published by the group of young academic and industrial researchers with 12 Issues per year. It is an online as well as print version open access journal that provides rapid publication (monthly) of articles in all areas of the subject such as: civil, mechanical, chemical, electronic and computer engineering as well as production and information technology. The Journal welcomes the submission of manuscripts that meet the general criteria of significance and scientific excellence. Papers will be published by rapid process within 20 days after acceptance and peer review process takes only 7 days. All articles published in Research Inventy will be peer-reviewed.
This presentation includes the estimation of storm sewage generated as a result of storm/rainfall events. It includes the detailed usage of rational formula for quantity estimation with solved examples.
WRED Water Resources Engineering Design lab Record work by Mr.Denish JangidDenish 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?
A rainfall-runoff model for Chew and Kinder Reservoirs, Peak District; utilising the Flood Studies Report to find whether the dams at Chew and Kinder could withstand a 1-in-10,000 year storm (UK recommended safety limit)
Grade: 91%
Runoff is that portion of the rainfall or irrigation water which leaves a field either as surface or as subsurface flow. When rainfall intensity reaching the soil surface is less than the infiltration capacity, all the water is absorbed in to the soil. As rain continues, soil becomes saturated and infiltration capacity is reduced, shallow depression begins to fill with water, then the overland flow starts as runoff.
A study on comparision of runoff estimated by Empirical formulae with Measure...Ahmed Ali S D
MAIN PUPOSE OF THIS PPT PRESENTATION IS TO SELECT SIUTABLE DISCHARGE FORMULA FOR A RIVER BASIN TO ESTIMATE RUNOFF ONLY BY USING PRECIPITATION DATA ONLY. IF WE KNOW RAINFALL DATA WE EASILY ESTIMATE FUTURE RUNOFF ALSO.
Research Inventy : International Journal of Engineering and Scienceinventy
Research Inventy : International Journal of Engineering and Science is published by the group of young academic and industrial researchers with 12 Issues per year. It is an online as well as print version open access journal that provides rapid publication (monthly) of articles in all areas of the subject such as: civil, mechanical, chemical, electronic and computer engineering as well as production and information technology. The Journal welcomes the submission of manuscripts that meet the general criteria of significance and scientific excellence. Papers will be published by rapid process within 20 days after acceptance and peer review process takes only 7 days. All articles published in Research Inventy will be peer-reviewed.
CAMBRIDGE GEOGRAPHY AS - HYDROLOGY AND FLUVIAL GEOMORPHOLOGY; 1.1. DRAINAGE B...George Dumitrache
Introductory presentation of the drainage basin systems in the first chapter of Hydrology and Fluvial Geomorphology, suitable for AS students, consisting in the following: the global hydrological cycle, store, flows, the drainage systems, precipitation, evapotranspiration, interception, infiltration, percolation, drainage patterns, the water balance.
Hydrological Cycle give knowledge about how water evaporate transpiration and precipitate in atmosphere...It is also give ratios and percentage of water stored in different region how we can utilize it from this cycle, It is complete study of Water cycle travelling in earths surface and sub-surface.
Solid waste management & Types of Basic civil Engineering notes by DJ Sir.pptxDenish Jangid
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 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
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.pptxDenish 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.pdfDenish 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, 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.pptxDenish 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).pdfDenish 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
A Complete Guidance How to do Summer Industrial Training after 4th & 6th Seme...Denish Jangid
A Complete Guidance How to do Summer Industrial Training or internship after 4th & 6th Semester by Denis Jangeed.
company for summer training
application format training
Pre & Post evaluation form
feedback form for training
impact sheet for training
training format for college
Summer Industrial Training
Wind and Seismic Analysis WASA or Building Design Notes.pdfDenish 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.pptxDenish 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.
WRE water resources engineering lab work by Mr. Denish JangidDenish 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
All FLUID MECHANICS (FM) Notes by Mr. Denish JangidDenish Jangid
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
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
Introduction of WATER RESOURCE ENGINEERING Unit 1 Definitions functions and a...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
Spillways, Spillway capacity, flood routing through spillways, different type...Denish Jangid
Spillways: Spillway capacity, flood routing through spillways, different types & FUNCTION
of spillways and gate,Component parts of Spillways, energy dissipation below spillways Approach channel Control structure Discharge carrier Discharge channel Energy dissipators Overfall spillway spillway Saddle spillway Shaft spillway Side channel spillway Emergency spillway siphon spillway
water distribution system & warabandi by Denish Jangid unit 2 Water Resources...Denish Jangid
water distribution system & warabandi by Denish Jangid unit 2 Water Resources Engineering Rotational system method objectives of warabandi types of warabandi with flow chart figure jamabandi patwari girdawari halqa khasrah shudkar
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
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.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
1. Subject- Water Resources Engineering
Unit -Hydrology
By
Dr.* Denish Jangid
Assistant Professor
Civil Engineering Department
2. Properties of Water
Molecules of water: H2O
2 Hydrogen atoms
1 Oxygen atom
Polar molecule
One end slightly positive
One end slightly negative
3. Properties of Water
Hydrogen bonds that result from
water’s polarity responsible for many of
water’s properties
High heat capacity
(Moderates climate)
Universal solvent
4. The Importance of Water
All living things need
water
Composes majority of
the body of organisms
Habitat for many
organisms
Helps regulate climate
Shapes earth’s surface
Dilutes & degrades
wastes
5. Water on Earth
About 97% Earth’s water is salty–less than 1%
of the planet’s water is available fresh H2O
Fresh water is distributed unevenly
2025: 1/3 human population will live in areas
lacking fresh water
6. Water, water, everywhere?
(NOT)
Comparison of
population sizes and
shares of the world’s
freshwater among the
continents. (Only 7
countries account for
60% of global water
availability)
7. Water Wars
Many countries in the
Middle East, which
has one of the world’s
highest population
growth rates, face
water shortages.
8. Water wars cont…
Most water in this dry region comes
from the Nile, Jordan or Tigris rivers.
Countries are in disagreement as to who
has water rights.
Currently, there are no cooperative
agreements for use of 158 of the
world’s 263 water basins that are
shared by two or more countries.
15. Infiltration - Process of water percolating
through the soil and into cracks and
permeable rocks.
Zone of Aeration -
Upper soil layers
that hold both air
and water.
Zone of Saturation
Lower soil layers
where all spaces are
filled with water.
Water Table -
Top of zone of
saturation
16. •Recharge Zone - Area where water infiltrates
into an aquifer.
-Recharge rate is often very slow.
-Presently, groundwater is being removed
faster than it can be replenished.
17. Definitions
Infiltration: process by which water enters the
soil surface
Infiltration capacity: maximum rate at which
water can enter the soil
Soil Water: water held in soil pores
Plant available water
18. Infiltration Capacity
Diminishes over time during an infiltration
event
Pore size generally decreases with
depth
Decrease in matric potential
Air entrapment at depth
19. Darcy’s Law (1856)
Experimental
findings using a soil
column
Discharge rate (Q)
is proportional to
the cross-sectional
area and to the
hydraulic drop (ΔH)
Q is inversely
proportional to the
length of the column
L
H
KAQ
20. Infiltration indices
An average constant value of infiltration is
called infiltration index.
Two types of infiltration indices are
commonly used.-index
1. -index
2. w –index
There are extremely used for the analysis of
major floods when the soil is wet and the
infiltration rate becomes constant
21. -index
The unshaded area below the horizontal line is assumed that all
losses are due to infiltration only.
For determination of - index, a horizontal line is drawn on the
hyetograph such that the shaded area above that line is equal to
the volume of surface runoff.
If the shaded area is not equal to the volume of measured surface
runoff, the horizontal line is shifted upwards or downwards till
this condition is satisfied.
The value of f-index can be derived from the rainfall hyetograph
and the resulting surface runoff volume by trial and error.
22. W-index
w-index=(P-R-S)/tf
where P=total storm precipitation (cm)
R=total surface runoff (cm)
S=depression and interception losses (cm)
tf=time period (in hours)
The w-index is more accurate than the -index because
it excludes the interception and depression
24. How to Measure Infiltration?
Double-ring infiltrometer
Inner = 30cm
Outer = 50cm
Measure the inner; maintain
a head
Disc Permeameter and
Tension Infiltrometer
Water held under tension
Passes through disc at soil
surface; measure rate
25. Introduction of Evapotranspiration :-
Evapotranspiration can be measured, at
a site which also measures rainfall, by
using a lysimeter which gives additional
information on soil water balance.
The lysimeter, measuring potential
evapotranspiration, is an apparatus
which can be constructed from readily
available do-it-yourself (DIY) materials
for less than Rs. 2500
26. Potential Evapotranspiration:-
What would be evaporated from a
surface if water was never a limiting
factor.
PE can be calculated using empirical
formulae, from the simple needing only
temperature.
PE = R + A – P
R:- Rainfall
A:- Additional water
P:- Percolated water
27.
28. Surface Water
Streams, rivers, lakes, ponds,
reservoirs, wetlands
Runoff replenishes surface water
Watershed
Area of land drained by a single river
What watershed do we live in?
29. Groundwater
Supply of fresh water found under
Earth’s surface--recharged when water
at surface infiltrates into the ground
Stored in under
ground aquifers
Discharged into
rivers, springs,
etc…
30.
31.
32.
33.
34.
35. Aquifers - Porous layers of sand, gravel,
or rock lying below the water table.
36. Changes in Surface Runoff
Prior to 1970 about 10%
of stormwater became
runoff
Now 55% of stormwater
is transported as runoff
as development exceeds
75% of the permeable
soil area
40. Controlling Water Pollution
1. Source Reduction (Pollution Prevention)
Cheapest and most effective way to
reduce pollution is to avoid producing
it or releasing it into the environment.
Design products that do not pollute
Soil Conservation
2.Ban release of pollutants
3.Reward purchasing environmentally
preferable products (e.g. rebates)
86. DRIP IRRIGATION SYSTEM
In drip system water is conveyed through
a system of flexible pipe lines
Drip system reduces water requirement
of the plant by maintaining minimum soil
moisture.
86
88. Components of a Drip Irrigation
System
EMISSION DEVICES :
durable
resistant to clogging
Many shapes and styles
Flow rate 0.5 – 10
gal./hr
Pressure compensating
88
89. Components Continue…….
Filters:
used to remove organic and inorganic debris
sand media filters,
screen filters
disk type filters
89
90. Advantages of Drip Irrigation
INCREASED REVENUE FROM INCREASED
YIELDS
EARLY MATURITY
WATER SAVING
FERTILIZER SAVING
ENERGY SAVING
LABOUR SAVING
90
91. Disadvantage DIS
Drip irrigation depends on extremely
clean water
The largest problem is that the drippers
get clogged
Drip irrigation requires a lot of hoses and
they have to be moved every year if you
practice crop rotation
Drip irrigation is expensive
Because the surface isn’t watered so
certain degree of salting 91
93. Definition
Sprinkler Irrigation is a method of applying
irrigation water which is similar to rainfall
Pressurized irrigation through devices called
sprinklers
Sprinklers are usually located on pipes called
laterals
96. Sprinkler drop sizes
As water sprays from a sprinkler it breaks up
into small drops between 0.5 and 4.0 mm in
size.
Large drops can damage delicate crops and
soils and so in such conditions it is best to use
the smaller sprinklers.
Drop size is also controlled by pressure and
nozzle size
97. Sprinkler System all over
world
A total area under sprinkler irrigation in the
world was about 21.58 Million hac by 1990
USA is the largest user of sprinkler irrigation
technology with area of 8.57 m.ha.
In India, the area irrigated by sprinkler
irrigation is 0.25 Million ha.
98. Water Savings by sprinkler
system
With regard to water savings, previous studies
have reported the savings in irrigation water
29 to 56% in India
An average saving of 50% means that irrigated
area could be increased to 1.5 times of the
existing area without any increase in water
allocation.
99. Sprinkler irrigation in india
Sprinkler irrigatuin in 1985 -0.23 mha
Sprinkler irrigatuin in 1998 - 0.67 mha
UP state alone accounts for about 27.70
percent in the India’s total potential of
Sprinkler irrigation.