DR. D. Y.
PATIL TECHNICAL CAMPUS
     D Y PATIL SCHOOL OF ENGINEERING AND TECHNOLOGY
     Dr. D. Y. Patil Knowledge City, Charholi (Bk), Lohegaon, Pune
            DEPARTMENT OF CIVIL ENGINEERING
                   ACADEMIC YEAR 2022-2023
Subject: Dams and Hydraulics Structures
Name of Assignment: Site Visit Report of Chaskaman Dam Canal Structure.
Name oF Student: Dhiraj Babu Chavan
Class: BE Civil (B)               Roll No:40
University Seat No: B191030005
Date: 15/05/202
Checked By: Prof. Ashwini B. Waghule
Remark:                                                            Signature
                                           Dr. D. Y. Patil Technical Campus
                                               AJEENKYA
               D. Y. PATIL SCHOOL OF ENGINEERING AND TECHNOLGY
                               Earlier known as Dr. D. Y Patil School of Engineering)
                       Dr. D. Y. Patil Knowledge City, Charholi Bk., Via. Lohegaon, Pune – 412 105.
                Affiliated to S.P. Pune, University. MSBTE, Approved by AI(CTE &DTE Accredited by NAAC,
                                NABL-ISO/IEC 17025 & ISO 9001:2015&2018 Certified Institute
                               Site Visit Report
Academic Year: 2022-2023                                                              Semes-II
Date and Day                       15th May 2023, Monday
Name of Visit                      Site Visit Report of Chaskaman Dam Canal Structure
Organized by                       Department of Civil Engineering
                                   Prof. Ashwini Waghule
Faculty Member for Visit           Prof. Uzma A. Shaikh
                                   Prof. Gaurav Vispute
                                   Mr. Kadlag Sir
Visitors In charge
                                   To understanding and getting knowledge of dam, its
Objective of Visit
                                   construction, components and working as well as
                                   working of hydropower plant.
VISIT OUTCOMES:
   •   Students are able to understand the different components of Dam.
   •   Students are able to understand the Design and Working of Dam and Canal
       Structure.
                                       Introduction:
During the visit to Chaskaman Dam, a comprehensive assessment was conducted on the canal
structures associated with the dam. This report aims to provide a detailed overview of the canal
structures' introduction, structure and capacity, construction, operation and functioning, and
conclude with key observations.
Structure and Capacity:
   1. The canal structures at Chaskaman Dam comprise a network of channels designed for
      water distribution to designated areas for irrigation purposes.
   2. The canals are constructed with reinforced concrete linings to prevent water seepage
      and ensure efficient conveyance.
   3. The capacity of the canal structures is designed to accommodate approximately 214
      million cubic meters (MCM) of water, which is approved for irrigation.
   4. The left canal is a prominent feature, extending for 144 kilometers. It serves as a
      primary water distribution network, facilitating controlled water flow to various areas
      for irrigation and agricultural activities.
   5. The subsidiary canal, measuring 14 kilometers in length, supplements the left canal. It
      contributes to optimizing water usage and enhancing overall water distribution
      efficiency in the region.
The canal structures at Chaskaman Dam demonstrate a well-designed and engineered system,
capable of effectively delivering water for irrigation purposes. The reinforced concrete linings
ensure the durability and efficiency of the canals, while the capacity is tailored to meet the
approved irrigation needs. The inclusion of the left canal and the subsidiary canal further
enhances the water distribution capabilities, allowing for effective utilization of water
resources in the surrounding areas.
Construction:
  1. Planning and Design: The construction of the canal structures in Chaskaman Dam
     involved thorough planning and design to ensure efficient water distribution for
     irrigation purposes. Factors such as topography, land usage, and water demand were
     considered during the planning phase.
  2. Earthwork Excavation: The construction process began with extensive earthwork
     excavation to create the network of canals. Excavators and bulldozers were used to
     remove soil and shape the terrain according to the planned canal alignments.
  3. Reinforced Concrete Linings: To prevent water seepage and ensure efficient water
     conveyance, the canal structures were lined with reinforced concrete. Steel bars, also
     known as rebar, were used to reinforce the concrete, enhancing its strength and
     durability.
  4. Canal Construction: The canals were constructed using formwork, which is a temporary
     mold or structure that holds the concrete in place until it hardens. The formwork was
     carefully positioned along the canal banks, and concrete was poured into the molds to
     create the canal walls.
  5. Regulating Gates and Sluice Gates: The canal structures were equipped with regulating
     gates and sluice gates to control the flow of water. Regulating gates allow for adjustable
     water flow, while sluice gates are used for diversion or cut-off purposes. These gates
     were carefully installed at strategic points along the canals to facilitate effective water
     distribution.
  6. Cross-Drainage Structures: Cross-drainage structures such as culverts or underpasses
     were constructed at appropriate locations along the canals. These structures allow water
     to flow freely beneath roads, railways, or other obstacles, ensuring uninterrupted water
     conveyance.
  7. Length and Width: The canal structures at Chaskaman Dam consist of canals with
     significant lengths and widths, designed to meet the water distribution requirements.
     The exact lengths and widths can vary based on the specific canal, but they are designed
     to accommodate the water flow and irrigation needs.
  8. Capacity and Storage: The canal structures have a capacity to distribute approximately
     214 million cubic meters (MCM) of water from the reservoir to the designated irrigation
     areas. This capacity ensures that a substantial volume of water can be efficiently
     conveyed for agricultural purposes, supporting local irrigation needs.
  9. Quality Control Measures: Quality control measures were implemented during
     construction to ensure the durability and reliability of the canal structures. Regular
     inspections, concrete strength testing, and adherence to engineering specifications were
     conducted to maintain construction standards.
Operation and Functioning:
  1. Water Flow Management: The operation of the canal structures in Chaskaman Dam
     involves managing the flow of water from the reservoir to the designated irrigation
     areas. Regulating gates and sluice gates installed along the canals are used to control
     the volume of water and regulate its distribution.
  2. Water Distribution: The canal structures facilitate the distribution of water to different
     agricultural fields and irrigation areas. The regulating gates allow for adjustable water
     flow, ensuring that each area receives the required amount of water based on
     agricultural needs and crop requirements.
  3. Irrigation Scheduling: To ensure equitable water distribution and efficient water usage,
     irrigation scheduling is implemented. Water users, such as farmers and agricultural
     cooperatives, are allocated specific time slots for water usage. This scheduling helps
     optimize water resources and prevents wastage.
  4. Maintenance and Cleaning: Regular maintenance and cleaning activities are conducted
     to ensure the smooth operation of the canal structures. Sediment and debris can
     accumulate over time, affecting water flow and efficiency. Regular cleaning helps
     prevent blockages and maintains the capacity of the canals.
  5. Water Monitoring: The water flow and distribution in the canal structures are closely
     monitored to ensure effective operation. Water levels and flow rates are monitored using
      sensors and gauges to assess the performance of the canals and adjust water distribution
      as needed.
   6. Repair and Rehabilitation: Periodic repairs and rehabilitation are carried out to address
      any damages or wear and tear in the canal structures. This includes repairing any cracks
      or leaks in the concrete lining, maintaining the gates and control mechanisms, and
      ensuring overall structural integrity.
   7. Water Conservation Measures: Efforts are made to promote water conservation and
      efficient water use within the canal structures. This may include implementing water-
      saving techniques such as drip irrigation or encouraging farmers to adopt water-
      efficient practices.
the operation and functioning of the canal structures in Chaskaman Dam are aimed at ensuring
efficient water distribution, promoting equitable access to water resources, and supporting
agricultural activities in the region. Through proper management, maintenance, and
stakeholder engagement, the canal structures contribute to sustainable irrigation practices and
enhance agricultural productivity.
Under the guidance of: - Prof. Ashwini waghule
                     (Assistant professor of ADYPSOE)