GATE, PSUs - Hydraulics, Irrigation, water resource Engg. notes - part 3

Hello there,
How have you been!

 Are you preparing yourself for some Engineering exams such as GATE or for PSUs?
  • A multipurpose reservoir is one that is planned and constructed to serve various multi-purposes.
  • The useful storage is the volume of water stored in the reservoir between minimum pool level and normal pool level.
  • The water stored in the reservoir below the the minimum pool level is called dead storage.
  • For a flood control reservoir, the effective storage is equal to Useful Storage+ Surcharge Storage - Valley Storage.
  • Trap efficiency of a reservoir is a function of capacity/inflow ratio.
  • The force considered for the analysis of the elementary profile of gravity dam under empty reservoir conditions is the dam's self-weight.
  • The uplift pressure on a dam can be controlled by :
  1. constructing cutoff under upstream face
  2. constructing drainage channels between the dam and its foundations
  3. by pressure grouting in the foundation
  • The uplift pressure on the face of a drainage gallery in a dam is taken as two-third of hydro-static pressure at toe plus one-third of hydro-static pressure at the heel.
  • Horizontal acceleration due to earth-quake results in hydro-dynamic pressure and inertia force into the body of the dam.
  • Hydro-dynamic pressure due to earthquake acts at a height of 4H/3.pi.  above the base.
  • The major resisting force in a gravity dam is self-weight.
  • Total force due to wave action on a gravity dam acts at a height of 3/8*hw above the reservoir surface, where hw = water depth.
  • When the reservoir is full, maximum compressive force in a gravity dam is produced at the toe.
  • The maximum permissible eccentricity for no tension at the base of a gravity dam is B/6.
  • The presence of tailwater in a gravity dam decreases the principal stress and shear stress.
  • The elementary profile of a dam is a right-angled triangle.
  • In the empty condition of the reservoir and with the elementary profile of a dam, the vertical stress at heel and toe respectively are given by 2W/B and 0.
References (Also the best books for GATE and PSU preparations):
Thanks for your visit!

No comments:

Post a Comment

Solved Example - Height/Elevation of Pipe for Cavitation to occur

Problem: (a) Compute the discharge rate (m^3/s) of the water from the bowl if h = 30 cm, dia = 5 cm, H1 = 2 m, H2 = 7 m, p(atm) = 101. 3...