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    Design Data: General Arrangement Drawing of Panchanad Barrage (PLAN)

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    Avirup Chanda
    This document provides design data for a barrage being constructed on the River Yamuna in Auraiya District. It includes key information like the design flood discharge of 44,000 cumec, downstream design flood level of 120m, and proposed length of the barrage at 846m. Soil parameters like an angle of friction of 30 degrees and zero cohesion are also listed. The deepest bed level of the river near the barrage site is 99m based on surveys.

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    Design Data: General Arrangement Drawing of Panchanad Barrage (PLAN)

    Uploaded by

    Avirup Chanda
    640 views1 page
    This document provides design data for a barrage being constructed on the River Yamuna in Auraiya District. It includes key information like the design flood discharge of 44,000 cumec, downstream design flood level of 120m, and proposed length of the barrage at 846m. Soil parameters like an angle of friction of 30 degrees and zero cohesion are also listed. The deepest bed level of the river near the barrage site is 99m based on surveys.

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    Panchnad Barrage GAD-Plan

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    This document provides design data for a barrage being constructed on the River Yamuna in Auraiya District. It includes key information like the design flood discharge of 44,000 cumec, downstream design flood level of 120m, and proposed length of the barrage at 846m. Soil parameters like an angle of friction of 30 degrees and zero cohesion are also listed. The deepest bed level of the river near the barrage site is 99m based on surveys.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    640 views1 page

    Design Data: General Arrangement Drawing of Panchanad Barrage (PLAN)

    Uploaded by

    Avirup Chanda
    This document provides design data for a barrage being constructed on the River Yamuna in Auraiya District. It includes key information like the design flood discharge of 44,000 cumec, downstream design flood level of 120m, and proposed length of the barrage at 846m. Soil parameters like an angle of friction of 30 degrees and zero cohesion are also listed. The deepest bed level of the river near the barrage site is 99m based on surveys.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    of 1

    DESIGN DATA

    Sl.No. PARTICULARS VALUE

    A. BARRAGE
    1. Location on River Yamuna NOTES -
    in Distt. Auraiya 1. All dimensions are in mm and all levels are in meters,unless otherwise specified.
    2. Design Flood Discharge of River 44000 cumec
    2. Dimensions are to be read, not to be measured.
    3. D/S Design Flood Level 120.000 m
    3. Designs have been prepared in accordance with IS:6966 (Part I) - 1969, IS:6531 - 1994,
    4. Max.Flood Discharge of River 44000 cumec
    IS:4997 - 1968 and other codes.
    5. D/S Max.Flood Level 120.000 m
    4. Bearing capacity, shear parameters, silt factor have been adopted as per soil investigation
    6. Pond Level 109.00 m
    report.
    7. U/S Max. Flood Level 120.45m
    5. All R.C.C. and P.C.C. work shall be confirming to IS 456-2000
    8. U/S Top of wing 126.45m
    9. D/S Top of wing 126.00m 6. Boulder for pitching should atleast be 300mm in size and minimum 35 kg weight.
    10. Proposed Length of Barrage 846m 7. As most of the time the flow on the d/s floor will be submerged flow, hence only provision
    11. Silt Factor as per test report 1.0 of 2 rows of basin block will be sufficient to counter balance the residual flow energy.The
    9. Shear Parameters exact dimension and number of basin blocks will be decided after result model study by IIT SUPERINTENDING ENGINEER
    Angle of Friction 30 degree Roorkee.
    Cohesion 0.0 GENERAL ARRANGEMENT DRAWING OF
    10. Deepest bed level of River
    near Barrage as per Survey 99.000m PANCHANAD BARRAGE
    PANCHANAD BARRAGE PROJECT IN DISTRICT
    AURAIYA(U.P.)
    (PLAN)

    1 OF 2
    SOFTA GEOTECHNICAL PVT LTD.,KOLKATA

    MAR-2020

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