FORCES ACTING ON GRAVITY DAM The Bureau of Indian Standards code IS 6512-1984 “Criteria for design of solid gravity dams” recommends that a gravity dam should be designed for the most adverse load condition of the seven given type using the safety factors prescribed. 1. Load combination A (construction condition): Dam completed but no water in reservoir or tail water 2. Load combination B (normal operating conditions): Full reservoir elevation, normal dry weather tail water, normal uplift, ice and silt (if applicable) 3. Load combination C: (Flood discharge condition) - Reservoir at maximum flood pool elevation ,all gates open, tail water at flood elevation, normal uplift, and silt (if applicable) 4. Load combination D: Combination of A and earthquake 5. Load combination E: Combination B, with earthquake but no ice 6. Load combination F: Combination C, but with extreme uplift, assuming the drainage holes to be Inoperative 7. Load combination G: Combination E but with extreme uplift (drains inoperative) Water Pressure (P) is the major external force exerted by the water stored in the Reservoir on the upstream face of the dam. It can be calculated by the law of hydrostatic pressure distribution; which is triangular in shape as shown in Fig. 3.3. (a) When u/s face is vertical : When the upstream face is vertical, the intensity of pressure is zero at the water surface and equal to γw • H at the base. Earth quake pressure, Horizontal Component(PH) , (ii) Vertical Component(PV) = Weight of water in ABCD portion , 2. Weight of the Dam : The weight of the dam per unit length is given by the product of the area of crosssection of the dam and the specific weight of the Construction material, i.e. concrete, and masonary it acts vertically downwards at the centre of gravity of the section. dam may be divided into smaller sections of simple geometrical shapes such as triangles,rectangles, etc. weight of each of these acting at its centre of gravity may be considered. Weight of any part of dam = cross-sectional area of that part x specific weight of material 3. Uplift Pressure : Uplift pressure is defined as the force exerted by water penetrating through the pores, cracks, fissures within the body of the dam, at the contact between the dam and its foundation, and within the foundation. acts vertically upwards it causes a reduction in the effective weight Ice Pressure : Ice pressure is exerted on a dam by a sheet of ice formed on the entire water surface of the reservoir, when it is subjected to expansion and contraction with changes in temperature. The coefficient of thermal expansion of ice being five times more than that of concrete, the dam face has to resist the force due to expansion of ice. This force acts linearly along the length of the dam, at the reservoir level. As per IS : 6512 - 1984, ice pressure may be taken equal to 250 kN/m2 applied to the face of the dam over the anticipated area of contact of i