This document provides guidelines for constructing a pipe distribution network (PDN) for irrigation instead of a canal distribution network (CDN) to increase water use efficiency. It recommends that a PDN system is more economical and flexible than a CDN. The guidelines cover planning the layout of the PDN, designing pipe diameters and flow velocities, and installation requirements to ensure adequate water supply and pressure throughout the distribution network. Following these guidelines can help maximize the benefits of a PDN system over a conventional CDN.
PLANNING AND DESIGN OF PIPE DISTRIBUTION NETWORK (PDN).Yatiraj Battul
The Main Objective Of This Topic Is To Highlighting The Use Of Pipe Distribution Network (PDN) Instead Of Canal Distribution Network (CDN) To Increase The Overall Project Efficiency Of Irrigation Project And Thereby Reducing The Stresses Due To Water Scarcity. For Achieving Maximum Benefits From PDN, Planning, Designing, And Construction Of PDN Should Be Done Carefully. In This Topic Guideline For Planning, Designing And Installment Requirements Of PDN System For Irrigation Are Provided. It Is Recommended That PDN System Could Be Economical And Feasible Over Conventional CDN Certain Extent And This System Is So Flexible That It Can Be Implemented As A New Scheme Or Used To Convert The Existing CDN.
Link for Design of PDN System:
https://drive.google.com/file/d/1JFwC2O3djculrGwn_X_Oe0CWlVWQfvJi/view?usp=sharing
ntake structures are used for collecting water from the surface sources such as river, lake, and reservoir and conveying it further to the water treatment plant. These structures are masonry or concrete structures and provides relatively clean water, free from pollution, sand and objectionable floating material.
PPT contains
Open Channel Flow-Comparison between open channel flow and pipe flow,
geometrical parameters of a channel,
classification of open channels, classification of open channel flow,
Velocity Distribution of channel section.
Uniform Flow-Continuity Equation,
Energy Equation and Momentum Equation,
Characteristics of uniform flow,
Chezy’s formula, Manning’s formula.
Computation of Uniform flow.
Specific energy, critical flow, discharge curve,
Specific force, Specific depth, and Critical depth.
Measurement of Discharge and Velocity – Broad Crested Weir.
Gradually Varied Flow Dynamic Equation of Gradually Varied Flow.
Hydraulic Jump and classification - Elements and characteristics- Energy dissipation.
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.
PLANNING AND DESIGN OF PIPE DISTRIBUTION NETWORK (PDN).Yatiraj Battul
The Main Objective Of This Topic Is To Highlighting The Use Of Pipe Distribution Network (PDN) Instead Of Canal Distribution Network (CDN) To Increase The Overall Project Efficiency Of Irrigation Project And Thereby Reducing The Stresses Due To Water Scarcity. For Achieving Maximum Benefits From PDN, Planning, Designing, And Construction Of PDN Should Be Done Carefully. In This Topic Guideline For Planning, Designing And Installment Requirements Of PDN System For Irrigation Are Provided. It Is Recommended That PDN System Could Be Economical And Feasible Over Conventional CDN Certain Extent And This System Is So Flexible That It Can Be Implemented As A New Scheme Or Used To Convert The Existing CDN.
Link for Design of PDN System:
https://drive.google.com/file/d/1JFwC2O3djculrGwn_X_Oe0CWlVWQfvJi/view?usp=sharing
ntake structures are used for collecting water from the surface sources such as river, lake, and reservoir and conveying it further to the water treatment plant. These structures are masonry or concrete structures and provides relatively clean water, free from pollution, sand and objectionable floating material.
PPT contains
Open Channel Flow-Comparison between open channel flow and pipe flow,
geometrical parameters of a channel,
classification of open channels, classification of open channel flow,
Velocity Distribution of channel section.
Uniform Flow-Continuity Equation,
Energy Equation and Momentum Equation,
Characteristics of uniform flow,
Chezy’s formula, Manning’s formula.
Computation of Uniform flow.
Specific energy, critical flow, discharge curve,
Specific force, Specific depth, and Critical depth.
Measurement of Discharge and Velocity – Broad Crested Weir.
Gradually Varied Flow Dynamic Equation of Gradually Varied Flow.
Hydraulic Jump and classification - Elements and characteristics- Energy dissipation.
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.
Canal fall- necessity and location- types of falls- Cross regulator and
distributory head regulator- their functions, Silt control devices, Canal
escapes- types of escapes.
Topics:
1. Types of Diversion Head Works
2. Weirs and Barrages
3. Layout Diversion Head Works
4. Causes of Failures of Weirs and Barrages on Permeable Foundations
5. Silt Ejectors and Silt Excluders
Sufficiency of water distributory(hlbc)eSAT Journals
Abstract
It is known fact that India has a very large population and different studies show that it will continue to rise. The precipitation in
India is extremely conflicting in mainstream varieties. The normal yearly precipitation for India has been assessed at 1,143 mm
for the actual surviving of the nation, there is a good requirement for actualizing and arrangement of watering system procedures
for the time being, and in the future. The present condition of canal and present cropping pattern, water is insufficient for the
designed command area. In this method both discharge & crop requirement is considered. Hence for improving the irrigating
capacity of canal, designed cropping pattern should be strictly followed. Increased pipe outlets should be reduced to its design
size. Also uncontrolled pipe outlets should be controlled by suitable controlling methods for determining the sufficiency of water
distributory. In order to determine the sufficiency of water, a distributory (D-65) in Hemavathi canal system is considered which
runs for a length of 26.675 km having command area 4703.08 Ha. Crop water requirement by Duty method & Modified Penman’s
Equation of discharge through outlets is used for determining sufficiency of water. Climatic data for Modified Penman’s method
is collected for a period of 5 year from K.R Pete Hydrometer logical station in this connection.
Key Words: Precipitation1, Cropping2, Distributory3 Controlling4 and Sufficiency5 .
Canal fall- necessity and location- types of falls- Cross regulator and
distributory head regulator- their functions, Silt control devices, Canal
escapes- types of escapes.
Topics:
1. Types of Diversion Head Works
2. Weirs and Barrages
3. Layout Diversion Head Works
4. Causes of Failures of Weirs and Barrages on Permeable Foundations
5. Silt Ejectors and Silt Excluders
Sufficiency of water distributory(hlbc)eSAT Journals
Abstract
It is known fact that India has a very large population and different studies show that it will continue to rise. The precipitation in
India is extremely conflicting in mainstream varieties. The normal yearly precipitation for India has been assessed at 1,143 mm
for the actual surviving of the nation, there is a good requirement for actualizing and arrangement of watering system procedures
for the time being, and in the future. The present condition of canal and present cropping pattern, water is insufficient for the
designed command area. In this method both discharge & crop requirement is considered. Hence for improving the irrigating
capacity of canal, designed cropping pattern should be strictly followed. Increased pipe outlets should be reduced to its design
size. Also uncontrolled pipe outlets should be controlled by suitable controlling methods for determining the sufficiency of water
distributory. In order to determine the sufficiency of water, a distributory (D-65) in Hemavathi canal system is considered which
runs for a length of 26.675 km having command area 4703.08 Ha. Crop water requirement by Duty method & Modified Penman’s
Equation of discharge through outlets is used for determining sufficiency of water. Climatic data for Modified Penman’s method
is collected for a period of 5 year from K.R Pete Hydrometer logical station in this connection.
Key Words: Precipitation1, Cropping2, Distributory3 Controlling4 and Sufficiency5 .
Hydrology, Runoff methods & instruments, Site selectionRaveen Ramanan
Hydrology.
Runoff Defn, need, Factors affecting runoff.
Runoff measurement methods.
Runoff measuring instruments.
Factors considered for site analysis.
Case study.
References.
Efficient Use of Rain Water by Altering Channel Systemtheijes
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
Similar to Guidelines For Construction of Pipe Distribution Network (PDN) For Irrigation (20)
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.
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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.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
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
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.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
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Cosmetic shop management system project report.pdfKamal Acharya
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.