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Given a particular gravity dam profile with the following data. (5%) Height of the dam = 63m Free board = 3m U/S slope 0.2H: 1V Height of U/S inclined face = 20m Top width = 10m Total base width = 54m D/S slope 0.8H: 1V Tail water depth = 10m Kh=0.1 and Kv=0.05 Wind velocity at the site = 80Km/hr Expected depth of silt deposit = 10m Fetch distance of reservoir from dam site = 40m Location of uplift drainage from the heel of the dam = 9m?
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Given a particular gravity dam profile with the following data. (5%) H...
Gravity Dam Profile


Dam Dimensions


  • Height of the dam = 63m

  • Free board = 3m

  • U/S slope 0.2H: 1V

  • Height of U/S inclined face = 20m

  • Top width = 10m

  • Total base width = 54m

  • D/S slope 0.8H: 1V

  • Tail water depth = 10m



Factors Affecting Dam Design


  • Kh=0.1 and Kv=0.05

  • Wind velocity at the site = 80Km/hr

  • Expected depth of silt deposit = 10m

  • Fetch distance of reservoir from dam site = 40m

  • Location of uplift drainage from the heel of the dam = 9m



Explanation

The given gravity dam profile has a height of 63m and a free board of 3m. The U/S slope is 0.2H: 1V, with a height of U/S inclined face of 20m, top width of 10m, and total base width of 54m. The D/S slope is 0.8H: 1V, with a tail water depth of 10m. The factors affecting the dam design include Kh=0.1 and Kv=0.05, wind velocity at the site of 80Km/hr, an expected depth of silt deposit of 10m, a fetch distance of reservoir from dam site of 40m, and a location of uplift drainage from the heel of the dam of 9m.

The Kh and Kv values are used to calculate the seepage through the dam. The wind velocity affects the stability of the dam, and the expected depth of silt deposit affects the storage capacity of the reservoir. The fetch distance determines the wave height, and the location of uplift drainage ensures that any seepage is drained away from the heel of the dam.

Overall, these factors must be taken into account in the design of the dam to ensure its stability, functionality, and safety.
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Given a particular gravity dam profile with the following data. (5%) H...
Wu=4300
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Given a particular gravity dam profile with the following data. (5%) Height of the dam = 63m Free board = 3m U/S slope 0.2H: 1V Height of U/S inclined face = 20m Top width = 10m Total base width = 54m D/S slope 0.8H: 1V Tail water depth = 10m Kh=0.1 and Kv=0.05 Wind velocity at the site = 80Km/hr Expected depth of silt deposit = 10m Fetch distance of reservoir from dam site = 40m Location of uplift drainage from the heel of the dam = 9m?
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Given a particular gravity dam profile with the following data. (5%) Height of the dam = 63m Free board = 3m U/S slope 0.2H: 1V Height of U/S inclined face = 20m Top width = 10m Total base width = 54m D/S slope 0.8H: 1V Tail water depth = 10m Kh=0.1 and Kv=0.05 Wind velocity at the site = 80Km/hr Expected depth of silt deposit = 10m Fetch distance of reservoir from dam site = 40m Location of uplift drainage from the heel of the dam = 9m? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about Given a particular gravity dam profile with the following data. (5%) Height of the dam = 63m Free board = 3m U/S slope 0.2H: 1V Height of U/S inclined face = 20m Top width = 10m Total base width = 54m D/S slope 0.8H: 1V Tail water depth = 10m Kh=0.1 and Kv=0.05 Wind velocity at the site = 80Km/hr Expected depth of silt deposit = 10m Fetch distance of reservoir from dam site = 40m Location of uplift drainage from the heel of the dam = 9m? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for Given a particular gravity dam profile with the following data. (5%) Height of the dam = 63m Free board = 3m U/S slope 0.2H: 1V Height of U/S inclined face = 20m Top width = 10m Total base width = 54m D/S slope 0.8H: 1V Tail water depth = 10m Kh=0.1 and Kv=0.05 Wind velocity at the site = 80Km/hr Expected depth of silt deposit = 10m Fetch distance of reservoir from dam site = 40m Location of uplift drainage from the heel of the dam = 9m?.
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Here you can find the meaning of Given a particular gravity dam profile with the following data. (5%) Height of the dam = 63m Free board = 3m U/S slope 0.2H: 1V Height of U/S inclined face = 20m Top width = 10m Total base width = 54m D/S slope 0.8H: 1V Tail water depth = 10m Kh=0.1 and Kv=0.05 Wind velocity at the site = 80Km/hr Expected depth of silt deposit = 10m Fetch distance of reservoir from dam site = 40m Location of uplift drainage from the heel of the dam = 9m? defined & explained in the simplest way possible. Besides giving the explanation of Given a particular gravity dam profile with the following data. (5%) Height of the dam = 63m Free board = 3m U/S slope 0.2H: 1V Height of U/S inclined face = 20m Top width = 10m Total base width = 54m D/S slope 0.8H: 1V Tail water depth = 10m Kh=0.1 and Kv=0.05 Wind velocity at the site = 80Km/hr Expected depth of silt deposit = 10m Fetch distance of reservoir from dam site = 40m Location of uplift drainage from the heel of the dam = 9m?, a detailed solution for Given a particular gravity dam profile with the following data. (5%) Height of the dam = 63m Free board = 3m U/S slope 0.2H: 1V Height of U/S inclined face = 20m Top width = 10m Total base width = 54m D/S slope 0.8H: 1V Tail water depth = 10m Kh=0.1 and Kv=0.05 Wind velocity at the site = 80Km/hr Expected depth of silt deposit = 10m Fetch distance of reservoir from dam site = 40m Location of uplift drainage from the heel of the dam = 9m? has been provided alongside types of Given a particular gravity dam profile with the following data. (5%) Height of the dam = 63m Free board = 3m U/S slope 0.2H: 1V Height of U/S inclined face = 20m Top width = 10m Total base width = 54m D/S slope 0.8H: 1V Tail water depth = 10m Kh=0.1 and Kv=0.05 Wind velocity at the site = 80Km/hr Expected depth of silt deposit = 10m Fetch distance of reservoir from dam site = 40m Location of uplift drainage from the heel of the dam = 9m? theory, EduRev gives you an ample number of questions to practice Given a particular gravity dam profile with the following data. (5%) Height of the dam = 63m Free board = 3m U/S slope 0.2H: 1V Height of U/S inclined face = 20m Top width = 10m Total base width = 54m D/S slope 0.8H: 1V Tail water depth = 10m Kh=0.1 and Kv=0.05 Wind velocity at the site = 80Km/hr Expected depth of silt deposit = 10m Fetch distance of reservoir from dam site = 40m Location of uplift drainage from the heel of the dam = 9m? tests, examples and also practice Civil Engineering (CE) tests.
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