This document provides an introduction to dams, including their historical development, classification, and key factors in site selection and design. It discusses how beavers inspired early dam construction and provides examples of some early dams from ancient civilizations. It also covers classification of dams based on purpose, materials, hydraulic action, structural action, and project size. Additionally, it discusses social issues related to dam construction like displacement and rehabilitation.
Canal Regulation Works:
Canal Fall- Necessity and Location- Types of Falls- Cross Regulator and Distributory Head Regulator- Their Functions, Silt Control Devices, Canal Escapes- Types of Escapes.
Types- selection of the suitable site for the diversion headwork components
of diversion headwork- Causes of failure of structure on pervious foundation- Khosla’s theory- Design of concrete sloping
glacis weir.
Canal Regulation Works:
Canal Fall- Necessity and Location- Types of Falls- Cross Regulator and Distributory Head Regulator- Their Functions, Silt Control Devices, Canal Escapes- Types of Escapes.
Types- selection of the suitable site for the diversion headwork components
of diversion headwork- Causes of failure of structure on pervious foundation- Khosla’s theory- Design of concrete sloping
glacis weir.
It contains detailed information about a Gravity Dam........it also conataims the information in brief & pictures giving a clear view of the Gravity Dams...........It also contains formulas with details of their terms.........
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
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.
A dam is a hydraulic structure of fairly impervious material built across a river to create a reservoir on its upstream side for impounding water for various purposes. A detailed ppt on dams,its types,pros and cons.
It contains detailed information about a Gravity Dam........it also conataims the information in brief & pictures giving a clear view of the Gravity Dams...........It also contains formulas with details of their terms.........
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
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.
A dam is a hydraulic structure of fairly impervious material built across a river to create a reservoir on its upstream side for impounding water for various purposes. A detailed ppt on dams,its types,pros and cons.
Dam is a solid barrier constructed at a suitable location across a river valley to store flowing water.
Storage of water is utilized for following objectives:
Hydropower
Irrigation
Water for domestic consumption
Drought and flood control
For navigational facilities
Other additional utilization is to develop fisheries
DAMS
Types of dams
Selection of dam sites
Geological characters for investigation
Selection of the dam type
Gravity dams
butress dams
embankment dams
arch dams
cupola dams
composite dams
Bhakra Dam
Mir Alam multi-arch dam
Idukki Dam
Tehri Dam
Ujani Dam or bhima dam
this slide shows different types of dams, their sizes and short information of dams.following dams are explained in this slide which are given below masonry dam, concrete dam, arch dam,earthen dam. this slide also shows types of material required for dam, strength, hight
Canals are classified into different types based on factors which are as follows :
Based on the nature of the supply source
Based on functions
Based on the type of boundary surface soil
Based on the financial output
Based on discharge
Based on canal alignment
Vaccine management system project report documentation..pdfKamal Acharya
The Division of Vaccine and Immunization is facing increasing difficulty monitoring vaccines and other commodities distribution once they have been distributed from the national stores. With the introduction of new vaccines, more challenges have been anticipated with this additions posing serious threat to the already over strained vaccine supply chain system in Kenya.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
Event Management System Vb Net Project Report.pdfKamal Acharya
In present era, the scopes of information technology growing with a very fast .We do not see any are untouched from this industry. The scope of information technology has become wider includes: Business and industry. Household Business, Communication, Education, Entertainment, Science, Medicine, Engineering, Distance Learning, Weather Forecasting. Carrier Searching and so on.
My project named “Event Management System” is software that store and maintained all events coordinated in college. It also helpful to print related reports. My project will help to record the events coordinated by faculties with their Name, Event subject, date & details in an efficient & effective ways.
In my system we have to make a system by which a user can record all events coordinated by a particular faculty. In our proposed system some more featured are added which differs it from the existing system such as security.
Automobile Management System Project Report.pdfKamal Acharya
The proposed project is developed to manage the automobile in the automobile dealer company. The main module in this project is login, automobile management, customer management, sales, complaints and reports. The first module is the login. The automobile showroom owner should login to the project for usage. The username and password are verified and if it is correct, next form opens. If the username and password are not correct, it shows the error message.
When a customer search for a automobile, if the automobile is available, they will be taken to a page that shows the details of the automobile including automobile name, automobile ID, quantity, price etc. “Automobile Management System” is useful for maintaining automobiles, customers effectively and hence helps for establishing good relation between customer and automobile organization. It contains various customized modules for effectively maintaining automobiles and stock information accurately and safely.
When the automobile is sold to the customer, stock will be reduced automatically. When a new purchase is made, stock will be increased automatically. While selecting automobiles for sale, the proposed software will automatically check for total number of available stock of that particular item, if the total stock of that particular item is less than 5, software will notify the user to purchase the particular item.
Also when the user tries to sale items which are not in stock, the system will prompt the user that the stock is not enough. Customers of this system can search for a automobile; can purchase a automobile easily by selecting fast. On the other hand the stock of automobiles can be maintained perfectly by the automobile shop manager overcoming the drawbacks of existing system.
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.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
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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2. UNIT- I SYLLABUS
• Introduction
• Historical development of dams
• Different terms related to dams
• Selection of site for dam
• Factors governing selection of type of dam
• Classification of dam: Based on Purpose, Project,
Hydraulic action, Structural action.
• Dams and Earthquake
• Dams and social issues
• Large dams Vs Small dam
• Displacement and rehabilitation
• Dams and climatic change
3. INTRODUCTION
• Beavers – The generation of dam
• Dams – Significance for the life
• Dams- Worldwide
• Dams – India
• Dams - Maharashtra
• ..BEAVER
DAMHow_Beavers_Build_Dams___Leave_it
_to_Beavers___PBS.mp4
29. Bhakra Dam
Highest Concrete Gravity dam in Asia and Second Highest in the
world across river Sutlej in Himachal Pradesh
30. DAM
• Dam is a solid barrier constructed at a suitable
location across a river valley to store flowing water.
• Storage of water is utilized for following objectives:
• Hydropower
• Irrigation
• Water for domestic consumption
• Drought and flood control
• For navigational facilities
• Other additional utilization is to develop fisheries
31. Factors governing selection of type
of dam
• Availabity of water
• Foundation and geology
• Watertight basin
• Economic height
• Less losses
• Topography
• Environmental considerations
• Land acquisition and rehabilitation issues.
• Earthquake zone
• Site for spillway
32.
33.
34. Different terms related to dam
• Dam: An obstruction built on a stream or a river to collect
water behind it.
• Reservoir: An artificial seasonal or permanent lake, that is
created at the U/S of a dam and used for the purpose of
Irrigation, Drinking, Land reclamation, Electricity generation,
Fishing, Recreation and (or) Protection of towns from flood
danger.
• Catchment: The action of collecting water, especially the
collection of rainfall over a natural drainage area.
• Gorge: A narrow valley between hills or mountains, typically
with steep rocky walls and a stream running through it.
• Width of dam: measured along the dam /foundation interface.
35. • Heel: Contact of dam with the ground on the
upstream side.
• Toe: Contact of dam on the downstream side.
• Abutment: Sides of the valley on which the structure
of the dam rest OR end support of the dam.
• Galleries: Small rooms like structure left within the
dam for checking operations.
• Diversion tunnel: Tunnels are constructed for
diverting water before the construction of dam. This
helps in keeping the river bed dry.
36. • Economic height of dam: The vertical distance from the
lowest point of natural ground on the downstream side
of the dam to the highest part of the dam which would
impound the water at which overall cost of the dam is
minimum.
• Axis of dam: The horizontal centerline of a dam in the
longitudinal direction.
• Spillways: It is the arrangement near the top to release
the excess water of the reservoir to downstream side
• Sluice way: An opening in the dam near the ground
level, which is used to clear the silt accumulation in the
reservoir side.
37. Classification of dam based on Purpose
• Storage
• Detention Coffer (Debris dam)
• Diversion (Weir or barrage)
38. Classification of dam based on
Material
• Earth:
Ex- Green Mountain dam, California
Nagarjun Sagar (India)
• Rock fill: Loose rocks and boulders are piled into the
river bed.
Ex: The salt springs dam in California
• Solid masonry gravity dam
• Hollow masonry gravity dam
• Steel
• Timber
• R.C.C.
39. Classification of dam based on
Hydraulic action
• Overflow ( Non eroded material )
• Non Overflow
• Rigid and Non rigid Dams : Those which are
constructed of rigid materials like masonry,
concrete, steel timber etc while non rigid dams
are constructed of earth and rock fill material
40. Classification of dam based on
Structural action.
• Gravity
• Embankment
• Arch
• Buttress
41. Classification of dam based on
Size of project
Sr.
no
Particulars Culturable
command area
(SqKm)
Hydraulic
head (m)
Gross Storage
capacity
(Cum.Mm)
1 Minor Less than 20 7.5 to 12 0.5 to 10
2 Medium Greater than 20
& less than 100
12 to 30 10 to 60
3 Major Greater than 100 Grater than
30
Grater than 60
42. Dams and Earthquake
• Springs dam (San Francisco, U.S.A) in 1906.
• Pacoima dam (San Fernando) in 1971.
• Hsinfengkiang dam (Canton, China) in 1962
• Koyana (lndia) in 1967 .
• The reservoir induced seismicity is likely to be
small that hardly it has a potential to cause
tectonic movement of plates
43. Dams and social issues
• Mulshi hydroelectric project in Maharashtra
was opposed during 1920-1921 .
• The Hirakund river valley project in Odisha
also, faced protests in1957 .
• Bhopalptanam (Chhattisgarh).
• lnchampalli (Maharashtra, Andhra Pradesh,
Chhattisgarh ) .
• Bodhghat (Chhattisgarh) .
• Sardar Sarovar project in Gujarat
44. Displacement and rehabilitation
• Undervaluation of compensation.
• Failure in acquiring alternate cultivable land.
• Absence of advance and comprehensive planning
for rehabilitation.
• Traumatic, forced and delayed relocation. .
• Problems at resettlement sites Multiple
displacements.
• Failure in providing alternative livelihood.
• Lack of transparent, justifiable and
comprehensive policy Lack of targeted efforts on
economic, legal and cultural fronts